СПОСОБ И СИСТЕМА ДЛЯ ТОЧЕЧНОГО КРЕПЛЕНИЯ ГИДРОИЗОЛЯЦИОННОЙ МЕМБРАНЫ К ГИДРОСООРУЖЕНИЯМ

Способ и система для точечного крепления гидроизоляционной и защитной мембраны (13) из пластикового материала для защиты и гидроизоляции поверхностей гидросооружений (10), таких как каналы, туннели, дамбы и т.п. Для областей поверхности, подвергающихся воздействию текучей среды и/или ветра, защитная мембрана (13) из упругорастягивающегося листового пластикового материала крепится на дно (12) и/или боковую площадь (11) поверхности гидросооружения (10) посредством множества точечных устройств (14, 15, 16) крепления. Для этого определяют множество мест точечного анкерования для защитной мембраны (13). Осуществляют проникновение участка заанкеривания точечных устройств (14, 15, 16) крепления в конструкцию гидросооружения (11, 12) и/или в грунт, с верхним участком крепления мембраны, проходящим наружу. Укладывают защитную мембрану (13) на площадь (11, 12) закрываемой поверхности гидросооружения (10), с верхним участком крепления мембраны устройств (14, 15, 16) крепления, проходящим через соответствующие ...

Устройство облицовки канала в земляном русле профилированным листом по балкам и винтовым сваям из асбоцементных труб

Предлагаемая полезная модель устройства облицовки каналов состоит из: - ввинчиваемых свай из асбоцементных труб со стальным наконечником; - несущих балок из асбоцементных труб; - соединительных накладных стальных деталей; - несущего оцинкованного профилированного листа, укладываемого на балки и закрепленного к ним самонарезающими винтами. В стыки профилированных листов по длине укладывается прокладка из стеклоткани, пропитанной эпоксидной смолой, обеспечивая их надежность и герметичность. Воздушная прослойка между профилированным листом и грунтом обеспечивает его антикоррозийность. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 200 199 U1 (51) МПК E02B 5/02 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E02B 5/02 (2020.08) (21)(22) Заявка: 2020117582, 28.05.2020 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Левицкий Валерий Павлович (RU) Дата регистрации: 12.10.2020 Приоритет(ы): (22) Дата подачи заявки: 28.05.2020 (45) Опубликовано: 12.10.2020 Бюл. № 29 2 0 0 1 9 9 R U (54) Устройство облицовки канала в земляном русле профилированным листом по балкам и винтовым сваям из асбоцементных труб (57) Реферат: Предлагаемая полезная модель устройства к ним самонарезающими винтами. облицовки каналов состоит из: В стыки профилированных листов по длине - ввинчиваемых свай из асбоцементных труб укладывается прокладка из стеклоткани, со стальным наконечником; пропитанной эпоксидной смолой, обеспечивая - несущих балок из асбоцементных труб; их надежность и герметичность. - соединительных накладных стальных Воздушная прослойка между деталей; профилированным листом и грунтом - несущего оцинкованного профилированного обеспечивает его антикоррозийность. листа, укладываемого на балки и закрепленного Стр.: 1 U 1 U 1 Адрес для переписки: 141280, Московская обл., г. Ивантеевка, ул. Студенческий проезд, 20, кв. 49, Левицкий В.П. 2 0 0 1 9 9 (56) Список документов, цитированных в отчете о поиске: RU ...

СПОСОБ РЕМОНТА БЕТОННЫХ ОБЛИЦОВОК КАНАЛОВ

Изобретение относится к гидротехническому строительству и может быть использовано для проведения ремонта повреждений бетонных облицовок (локальных крупных разрушений и деформационных швов) каналов гидромелиоративных систем и других гидротехнических сооружений, выполненных с бетонными и железобетонными облицовками и покрытиями. Способ ремонта бетонных облицовок каналов включает подготовку дефектного участка, а именно удаление продуктов разрушения бетонного покрытия, нанесение связующего материала с образованием адгезионного слоя, заполнение дефектного участка строительным материалом и его разравнивание. Для ремонта крупных повреждений на бетонных облицовках каналов применяется быстровозводимое бетононаполняемое покрытие 4, устраиваемое в виде заплаты поверх дефектного участка и крепящееся к поверхности противофильтрационной бетонной или железобетонной облицовки 1. Быстровозводимое бетононаполняемое покрытие 4 выполнено в виде композитного материала, между двумя геотекстильными полотнищами ...

Способ создания судоходного гидротехнического сооружения, шлюз и плотина для его осуществления

Изобретение относится к области создания судоходных гидротехнических сооружений, их эксплуатации, к способам строительства шлюза с целью обеспечения гарантированных глубин реки для судоходства. Способ создания судоходного гидротехнического сооружения включает создание шлюза и плотины, согласно изобретению шлюз выполняют по судостроительной технологии, транспортируют с помощью док-понтона, устанавливают и закрепляют на месте, с обеих сторон шлюзовой камеры присоединяют плотину, которая состоит из двух частей, каждая из которых выполнена в виде полотнищ из прочной герметичной ткани и закреплена к соответствующей бортовой стенке шлюза одним концом, а к береговой капитальной конструкции вторым, при этом верхней продольной кромкой плотина прикреплена к тросу с поплавками, а нижней продольной кромкой - к тросу с грузами-якорями. Шлюз содержит шлюзовую камеру, ворота, перепускную систему, механизмы привода, аппаратуру автоматизации и слежения, стенки шлюзовой камеры закреплены на рамном каркасе ...

СИСТЕМА ПРЕПЯТСТВИЙ С ПЕРЕМЕННОЙ КОНФИГУРАЦИЕЙ ДЛЯ РУСЛА РЕКИ

... 1. Способ выполнения сборной конструкции препятствия для воды, проходящей в русле реки, в котором:обеспечивают множество крепежных рельсов из швеллера, установленных в русле реки;создают первый блок препятствия, содержащий:первый пустотелый коробчатый элемент конструкции;первую крепежную раму из швеллера, содержащую поверхность с пазом и расположенную противоположно ей стенку, разделенные первой полкой и второй полкой, причем стенка первой крепежной рамы из швеллера примыкает к первому пустотелому коробчатому элементу конструкции; ипервое соединительное устройство, проходящее через первый пустотелый коробчатый элемент конструкции и первую крепежную раму из швеллера;закрепляют первое препятствие в русле реки с помощью первого соединительного устройства и множества крепежных рельсов из швеллера, установленных в русле реки, сжимая при этом первый пустотелый коробчатый элемент конструкции;создают второй блок препятствия, содержащий:второй пустотелый коробчатый элемент конструкции;вторую крепежную ...

VORRICHTUNG ZUR ABTRENNUNG VON FESTSTOFFEN AUS EINER STRÖMENDEN FLÜSSIGKEIT

Method as well as formwork and a device for laying a clay-like sealing compound on floor surfaces

Method for laying a clay-like sealing compound on floor surfaces, preferably beds (bottoms) and slopes of canals or the like, in which the sealing compound is prepared at a first location and applied in batches to the floor surface by means of a transport device. The prepared sealing compound is firstly formed into a layer in formwork, and then a cutting-out mould is used to cut rectangular plates out of the layer, which are subsequently lowered onto the ground in a directed fashion using a hoisting machine.

Kunststoffdichtungsbahn zum Abdichten eines stehenden oder fließenden Gewässers

Gegenstand der Erfindung ist eine Kunststoffdichtungsbahn (10, 10') zum Abdichten eines stehenden oder fließenden Gewässers. Eine Kunststoffdichtungsbahn (10, 10') zu schaffen die bei Volleinstau verlegt werden kann wird dadurch erreicht, dass an mindestens einem Rand der Kunststoffdichtungsbahn (10, 10') ein Umschlag (12, 18) und/oder eine Tasche (13) zur Aufnahme eines Teiles einer benachbarten Kunststoffdichtungsbahn (10, 10') vorgesehen ist.

Device for applying sealing or reinforcing clay layers to river or canal bed

The clay outlet cross-section of an opening (10) has a non-rectangular shape such that the smaller side boundaries (11,12), coupling the horizontal boundary edges (13,14) are partly horizontal or slightly inclined, but mutually complementary. The small outlet boundaries of the outlet cross-section are first aligned vertically, then almost horizontally, and finally again vertically, when viewed from top. All transitions of the outlet cross-section may be rounded.

Zweiteiliger Ausleger mit Foerderschienen bei einer fahrbaren Vorrichtung zum Auskleiden von Kanaelen mit Beton

Artificial waterways

LIQUID FLOW CONTROL IN FLOW CHANNELS

... 1,253,896. Flow control in liquid channels. UNIVERSITY OF QUEENSLAND. 20 May, 1969, No. 25548/69. Heading E1H. A weir with a crest B, Figs. 1 and 2, in an open rectangular channel permits a maximum flow-rate for a given depth of liquid, e.g. 10 ft., upstream thereof, the configuration of the weir being such that the width of flow at the free surface of the liquid is not greater than: where H s is the total specific energy of flow, h is the height of the weir above the bed of the channel, Q is the total rate of flow and g is the acceleration due to gravity. A contraction in a such channel, Figs. 3 and 4, permitting a maximum flow rate for a given depth of liquid upstream thereof has a configuration such that the width of flow at the free surface satisfies the above relationship saving that h has a negative value and is the change in the bed level between points H and J.

Conduit

The present invention relates to a built-up conduit made up of precast concrete products and is designed so as to obtain a conduit having a complete watertightness and which has walls that are not inclined outward by water pressure. The gist thereof lies in that notches (1a) and (2a) are provided in the facing surfaces of a bottom-board block 1 and L-shaped blocks (2) respectively, that anchor plates are fixed in said notches, that said anchor plates are tightened by bolts (5) and nuts (6), and that a mortar joint (8) is inserted therein to join the two kinds of blocks (1) and (2) to each other. The conduit thus prepared is best suited for use as an irrigation or drainage channel. ...

Apparatus and method for shielding a water intake on a waterway

Utilization of the gravitation energy of waterfalls in power stations

Utilization of the gravitation energy of waterfalls in power stations

METHOD, WATERPROOF LINER AND WATERPROOF PANELS FOR INSTALLATION IN BASINS AND CANALS

Process for the construction of works made up of elements of large surface.

METHOD, WATERPROOF LINER AND WATERPROOF PANELS FOR INSTALLATION IN BASINS AND CANALS

METHOD, WATERPROOF LINER AND WATERPROOF PANELS FOR INSTALLATION IN BASINS AND CANALS

DEVICE FOR FEEDING A MANUFACTURER FOR BITUMINOUS SURFACES

SLIDEGATE VALVE FOR THE CLOSING AND/OR ADJUSTMENT OF THE WATERCOURSE IN ONE COAGULATES

Bar screen

Die Erfindung betrifft ein Spaltsieb (6} mit parallel aneinander geordneten Staben (2} die ein Viertelrundprofil aufweisen. Das Viertelrundprofil- Spaltsieb kommt in Einrichtungen, die den Zweck von entnehmen von Wasser aus fliessenden oder stehenden Gewässern erfüllen. ln diesem Einsatzgebiet eignet sich die Verwendung des «Bec de Canard», eine spezielle Vorrichtung (1 }, die der Wasserentnahme dient und den Einbau von diesem Spaltsieb (6} begünstigt. Das Spaltsieb (6} kann aber auch in Einrichtungen von Filteranlagen für Wasser oder Abscheideanlagen von Feststoffen eingesetzt werden. Das entnommene Wasser kann in einem darunterliegenden Auffangbecken gesammelt werden. Durch den Einsatz von Viertelrundprofilen kann das Spaltsieb bis zu Ober 150 1/s Wasser (Q) pro Quadratmeter aktive Absaugfläche entnehmen. Das Absaugen geschieht Ober die Runde Seite (3) der Viertelrundprofile, das Wasser wird zusatzlieh zur Erdbeschleunigung beschleunigt - dadurch entsteht ein Sogeffekt und somit eine ...

WASSERFASSUNG

The system has a foundation- and supporting assembly (1) comprising a flow channel (2) at its upper surface, where water stream flows into the channel. Two screens (3, 4) have corresponding screen elements for preventing passing of foreign objects carried by water. The assembly has a collecting channel arranged below one of the screens and comprising high and short walls (51, 52) of different heights, where the water flows through the channel. The screen is arranged below the other screen, where upper ends of the respective screens are supported in a region of a highest point of the high wall.

WASSERFASSUNG

The system has a foundation- and supporting assembly (1) comprising a flow channel (2) at its upper surface, where water stream flows into the channel. Two screens (3, 4) have corresponding screen elements for preventing passing of foreign objects carried by water. The assembly has a collecting channel arranged below one of the screens and comprising high and short walls (51, 52) of different heights, where the water flows through the channel. The screen is arranged below the other screen, where upper ends of the respective screens are supported in a region of a highest point of the high wall.

Vorrichtung mit einer Abscheidefläche und einem beweglichen Zusatzrost zum Entfernen von Siebgut aus einer strömenden Flüssigkeit

This invention refers to a device for separating and removing sieved material from a flowing liquid such as sewage, in which case the device has a sieve grate (1) with a sieve surface with a front side (2) pointing upstream while the device is operating, in which case the device has a supplementary grate (3) in a lower area of the sieve grate (1) placed upstream before the sieve grate (1), in which case the device has a drive (24) and a cleaning rake (4) that can be driven to revolve in a conveying direction with the help of the drive (24), in which case the operating cleaning rake (4) is moveable along at least one partial section of the front side (2) of the sieve grate (1) in order to remove the held-back sieved material and transport it towards a discharge opening (5) and wherein the cleaning rake (4) can be moved along a back side (6) of the supplementary grate (3) pointing downstream while it is moving in order to remove sieved material held back by the supplementary grate (3) and ...

WATERPROOF SEALING AND PROTECTIVE LAYER FOR SURFACES

WASSERFASSUNG

Rod profile for a computing cleaner

Es wird ein Stabprofil (1) für eine Wasserkraftanlage vorgeschlagen, das bei gleichen Herstellungskosten eine nochmals verbesserte Sicherheit gegenüber Verletzungen von Fischen aufweist und gleichzeitig reduzierte Strömungsverluste hat, so dass sich die Jahresarbeit einer mit dem erfindungsgemäßen Stabprofil (1) ausgerüstete Wasserkraftanlage entsprechend erhöht.

SLIDEGATE VALVE FOR THE CLOSING AND/OR ADJUSTMENT OF THE WATERCOURSE IN ONE COAGULATES

DEVICE FOR REMOVING FROM COMPUTING AND/OR SCREENING IN ONE COAGULATES TO FLOWING LIQUID.

DEVICE FOR REMOVING FROM COMPUTING AND/OR SCREENING IN ONE COAGULATES TO FLOWING LIQUID.

DEVICE FOR THE SEPARATION OF SOLIDS FROM A FLOWING LIQUID

Procedure and device for the production of channels.

TUB-SHAPED RETENTION BASIN FOR OBERFLÄCHENWASSER AND PROCEDURES FOR ITS PRODUCTION

WATER SEALING SYSTEM FOR HYDRAULIC STRUCTURES FROM RIGID PLASTIC FLAT MATERIAL

COMPACTING UPPER EDGE AND SIDE SLOPE OF EMBANKMENTS BY VIBRATING

METHOD OF DIRECTING OR HOLDING WATER

APPARATUS AND METHOD FOR TRANSPORTING WATER

Control gates and valves

A pipe flow meter including a pipe section, through which liquid flows, and a duckbill valve. The pipe section is at one end adapted to be connected to a pipe containing the liquid. The pipe section has at least one pair of acoustic transducers 5 for a Transit Time (Time of Flight) flow meter arrangement for detecting flow rate of the liquid through the pipe section. The transducers are located on at least one plane. The duckbill valve is at the other end of the pipe section adjacent to the at least one pair of transducers. The duckbill valve having its opening oriented perpendicular to the at least one plane to create a symmetrical flow profile for the 10 Transit Time (Time of Flight) flow meter arrangement. B "214 - 224" " 200 212, ...

SHORING ASSEMBLY WITH LOAD CELLS

A shoring assembly for supporting a wall is disclosed. In the assembly, a waler is applied against the wall, a vertical frame support member is provided, and a load cell is installed between and connecting the waler and the frame support member. The load cell includes a spring arranged to bias the waler against the wall and the frame support member away from the wall such that a force is applied which will be slightly greater than the anticipated load on the wall.

MODIFIED DITCH MULE

FIBER BLOCK SYSTEM

A fiber block system for check dam applications includes a central section that includes a central fiber block and a central sleeve encasing the central fiber block, a first wing section connected to the central section, the first wing section includes a first wing fiber block and a first wing sleeve encasing the first wing fiber block, and a second wing section connected to the central section, wherein the second wing section comprises a second wing fiber block and a second wing sleeve encasing the second wing fiber block, the central fiber block height is greater than the first wing fiber block height and the second wing fiber block height.

METHOD AND DEVICE FOR WATERPROOFING AND DRAINING OFF INFILTRATED WATER IN HYDRAULIC STRUCTURES

A sheathing of elastically deformable waterproofing sheet material (11) is applied and sealingly secured to a surface area of a hydraulic structure (10; 31; 36, 39) to be protected. The seeped water, which collects behind the waterproof sheathing (11), is discharged by gravity through one-way drainage valves (13), provided in pre-established drainage positions of the waterproof sheathing (11); the drainage valves (13) are automatically opened and closed by the differential pressure of the water acting on opposite faces of a flexible sheet like flat valving member (M) of the drainage valve (13).

METHOD AND DEVICE FOR WATERPROOFING AND DRAINING OFF INFILTRATED WATER IN HYDRAULIC STRUCTURES

A sheathing of elastically deformable waterproofing sheet material (11) is applied and sealingly secured to a surface area of a hydraulic structure (10; 31; 36, 39) to be protected. The seeped water, which collects behind the waterproof sheathing (11), is discharged by gravity through one-way drainage valves (13), provided in pre-established drainage positions of the waterproof sheathing (11); the drainage valves (13) are automatically opened and closed by the differential pressure of the water acting on opposite faces of a flexible sheet like flat valving member (M) of the drainage valve (13).

OPENING/CLOSING DEVICE

This opening and closing device comprises a gate, a fall prevention unit, a support release unit, a first float, a surfacing prevention unit, a second float, and a surfacing prevention cancellation unit. The gate is subjected to the flow of a fluid and can fall in the downstream direction of the flow. The fall prevention unit prevents the gate from falling by supporting the gate. The support release unit releases the support for the gate by the fall prevention unit. The first float is disposed upstream from the gate on one of the left side and the right side of the gate as viewed from upstream and has a specific gravity less than the fluid. The surfacing prevention unit prevents the first float from floating to the surface. The second float is disposed upstream from the gate on the other of the left side and the right side of the gate as viewed from upstream and has a specific gravity less than the fluid. The surfacing prevention cancellation unit cancels, due to the second float floating ...

WATER CONTROL GATE AND ACTUATOR THEREFORE

Water control gates and related inflatable actuators, and associated sealing, manufacture and operation apparatus and methods. Advancements in technologies related to air fitting design, inflated bladder stress relief, inflatable bladder strength enhancement, water gate related slide friction mitigation, abutment and other impounded water seals, gate panel fabrication, traffic accommodating water impoundment structures, and water gate panel system operation efficiency, as well as nappe aeration, hinges, and bladder manufacture technology are some of the advancements disclosed herein.

SEA TRANSPORT

... 1. A very large capacity Reverse Osmosis Unit(s) to filter out pollutants and salt. 2. A reservoir blocked by a dam. Caution should be exercised to build tall waterproof, hurricane proof canal like walls to avoid unfiltered (polluted and salty) water washing into the reservoir if there is a hurricane flood or tsunami (with a floor that can be dug deeper should the sea/ocean water source recede, which is highly unlikely due 3. The dam performs hydro electric functions. 4. A river whose floor is dredged deeper than the reservoir floor behind dam. 5. The river can have more than one such dams. 6. The clean filtered Reverse Osmosis water floor gets deeper and deeper (so the river flows inland). 7. We could stcok the river with fish. A t the far end (inland) of the river could be a huge catchment basin. 8. The river and its clean water (possibly treated with replenishing minerals and other elements like that found in Seachem Equilibrium fish tank products), provides firstly water for agriculture ...

LEAK PREVENTION SYSTEM AND METHOD FOR A RETENTION POND

Leak prevention system for a liquid retention pond (10), the system comprising an upper membrane (3) to be covered by the liquid (1), a lower membrane (4) disposed on the bottom of the pond and joined in a sealed manner to the upper membrane on a peripheral portion to thereby form a normally sealed envelope (20) delimited by the two membranes, said envelope being filled with draining material (2), a plurality of passageways (6) disposed substantially horizontally in the draining material, a pumping device (5) adapted to generate an air vacuum in the drains, to suck leakage liquid that may have passed through the upper membrane, such that pollution of the surrounding soil is avoided in the event of a liquid leak through the upper membrane.

BEAVER DAM CULVERT BLOCK

A culvert block inhibits beavers from carrying dam forming debris downstream through the block. The block comprises a frame formed by end supports and upper and lower cross bars. A plurality of vertical rods are located across the frame supported by the cross bars. The rods are separated from one another sufficiently to permit water without debris to pass between the rods. The rods are individually vertically movable to and away from a debris blocking position in the frame and each rod has an upper end portion extending above the upper cross bar to form a rod grip for raising and lowering the rods relative to the frame.

STRUCTURE FORMING METHOD, APPARATUS AND THE PRODUCT

A method of forming a continuous structure includes the steps of flowing a first liquid reactive resin material (75) over a base surface (74), forming a first thin layer (76) thereof and gelling the first layer (76). A second liquid resin material is flowed through an orifice (49) under pressure forming a liquid stream (77) thereof. The liquid stream (77) is gelled to form a continuous filament (78) with structural integrity as it advances toward the first gelled layer (76). The filament (78) is contacted with the first layer (76) and distributed thereover in a preselected pattern (79) forming a porous non-woven filament blanket (81). A particulate solid material (82) is distributed uniformly over the filament blanket (81). A third liquid resin material (83) is flowed over the blanket forming a second thin uniform layer (85) of the third liquid resin forming material (83) and gelled.

APPARATUS AND METHOD FOR INSITU CULVERT REHABILITATION

A method and apparatus for culvert rehabilitation. The apparatus is a tubular body having a first end and a second end, with a pulling attachment secured to the first end. The tubular body is sized to closely fit through a smallest portion of a culvert to be rehabilitated. A method involves positioning the tubular body at a first end of the culvert to be rehabilitated. A winch is positioned at a second end of the culvert to be rehabilitated. A line is secured between the pulling attachment and the winch. The winch is used to pull the tubular body into the culvert.

Grille pour usines hydrauliques.

Abwasserkanal.

Procédé pour la réalisation d'un revêtement de surface d'une construction en béton, résistant à l'usure et aux intempéries

Canal d'écoulement, notamment en béton

Canal building machine with laser control - has travelling shield with cutters and trailers for producing canal profile

The waterway canal is built with an excavation machine esp. where the canal bottom is situated below the water table. It is also esp. suitable for canals with slight longitudinal fall, slow flow rate, high ground water level and poor bottom. For this reason the canal has to be lined. The bottom under the lining is not stirred. The excavating machine has a moving frame (17) with a shield with attached cutting shield (13) and two trailers. The transverse supports (22) have jacks for rotating the shield about a pivot. The transverse beam rests on support cylinders (24) which move on support plates (25) and are actuated individually. The cutting process is controlled by a laser aligning instrument (30).

Frame for applying concrete liner to excavated canal

Frame for applying concrete liner to excavated canal has adjustable support plates resting on upper sloping sides of canal, and moving compacting elements ...

DEVICE FOR SEPARATING ROUGH PROPERTY FROM A FLUID MEDIUM.

Sheeting device for flowing waters.

Die Erfindung betrifft eine Verbauungsvorrichtung für fliessende Gewässer und Gerinne jeglicher Art, insbesondere für Wildbäche und ähnliche Flussläufe, mit einem flexiblen Sperrelement in Gestalt eines Auffangnetzes (4), das von einer Uferflanke zur anderen Uferflanke quer zur Flussrichtung sich erstreckt. Das Auffangnetz (4) ist zwischen einem unteren Tragseil (5) und einem oberen Tragseil (6) aufgespannt. Die Tragseile (5, 6) sind in den Uferflanken mit an ihren Enden angebrachten Seilankern (8, 9) verankert, wobei die Seilanker (9) des oberen Tragseils (6) relativ zu den Seilankern (8) des unteren Tragseils (5) in Flussrichtung nach vorne versetzt sind. Dadurch kann sich das Auffangnetz (4) bei gefüllter Sperre so verformen, dass das dann überfliessende Wasser, Geschiebe, Treibgut usw. das Netz nicht oder nur geringfügig überspült. Damit ist es dauerhaft gegen die Korrosions- und Abrasionswirkung des darüberströmenden Wasserflusses sicher geschützt.

Net construction for removing objects from running water, especially during floods, comprises net with relatively high bank zones

The net (10) comprises a middle zone (A) and two bank zones (B, C) protruding above the middle zone in the height direction on either side. The middle zone is designed to be located in the area of water with the strongest current. The net extends between two banks (2, 3) in a direction transverse to the flow direction of the water and is used to remove debris, floating objects and suspended objects.

Coanda semicircular profiles with water-containing means.

Die Erfindung betrifft eine Wasserfassung (1) mit einem Coanda-Rechen. Die quer angeordneten Rechenstäbe (2) haben ein halbrundförmiges Querschnittsprofil. Damit sind diese einfacher beschaffbar als die nach dem Stand der Technik verwendeten Rechenstäbe mit dreiecksförmigem Querschnittsprofil. Weiter ergibt sich, bezogen auf die Rechenbreite, eine höhere gefasste Wassermenge als mit den Coanda-Rechen nach dem Stand der Technik.

Filter grille for water flow - comprises T=section bars in parallel rows and adjustable gaps between for filtering water

The filter grille for a water flow consists of T-section bars (1, 1') made from a suitable metal or plastics, lying parallel to one another and joined together at one end. Certain of the bars, e.g. every other one, has its free end raised to form filtering gaps (2) between adjoining bars which increase in size in the direction of the water flow. The raised free end of the bars can be supported, e.g. on blocks, or they can be connected to a control which enables the gaps between the bars to be adjusted remotely. ADVANTAGE - Suitable for filtering water flow where there is only a small difference in height between inlet and outlet.

Compressed air clearing of water intake trash screens

The screen (6), inclined to the vertical, is placed across the mouth of the intake (7) through which water is being drawn (B) from e.g. a reservoir (1). Compressed air is supplied (A) from a nearby compressor-house to a set of parallel terminal pipes (3') attached to the screen's downstream face, each pipe having several outlet nozzles (4), submerged at different levels. A control unit (5) connects the air supply when the accumulation of debris, leaves, branches, etc. on the screen is sufficient to raise the pressure differential across the screen, as measured by upstream (5') and downstream (5'') sensors, above a preset figure. The air flow dislodges the trash and carries it to the surface for removal ...

Computer system for relief of solid floating on flowing waters.

Die Erfindung betrifft eine Rechenanlage (11) zur Befreiung von festem Treibgut aus einem fliessenden Gewässer, umfassend einen Rechen (13) mit nebeneinander angeordneten, durch Zwischenräume beabstandeten Rechenstäben (15), einer Oberseite (21), an der das Gewässer zuläuft, und einer Unterseite (23), an der wenigstens ein Teilstrom des Gewässers abläuft, wobei das Treibgut an der Oberseite (21) von den Rechenstäben (15) zurückgehalten werden kann, und einen Rechenreiniger (29), welcher den Rechen (13) von dem zurückgehaltenen Treibgut maschinell reinigt. Der Rechenreiniger (29) ist an der Unterseite (23) des Rechens (13) angeordnet.

Calculating device for the liberation of solid propellants from a flowing water.

Die Erfindung betrifft eine Rechenanlage (11) zur Befreiung von festem Treibgut aus einem fliessenden Gewässer umfassend einen Rechen (13) mit nebeneinander angeordneten, durch Zwischenräume beabstandeten, Rechenstäben (15), einer Oberseite (21), an der das Gewässer zuläuft und einer Unterseite (23), an der wenigstens ein Teilstrom des Gewässers abläuft, wobei das Treibgut an der Oberseite (21) von den Rechenstäben (15) zurückgehalten werden kann, und einen Rechenreiniger (29), welcher den Rechen (13) von dem zurückgehaltenen Treibgut maschinell reinigt. Der Rechenreiniger (29) ist an der Unterseite (23) des Rechens (13) angeordnet.

Bar profile for the realization of a hydroelectric plant.

Stabprofil für einen Rechen einer Wasserkraftanlage, umfassend einen abgerundeten Kopf (3) und einen daran anschließenden Abschnitt (5) mit rechteckigem Querschnitt, wobei an einem in Strömungsrichtung hinteren Ende des Abschnitts (5) mit rechteckigem Querschnitt ein Bereich (4) mit reduzierter Dicke anschließt, dadurch gekennzeichnet, dass der Bereich (4) mit reduzierter Dicke bezüglich einer Längsachse des Querschnitts asymmetrisch ausgebildet ist.

WATER CHAMBER.

Die Erfindung betrifft eine Wasserfassung zum Entnehmen und zum Leiten von zumindest einem Teil einer Wasserströmung, die längs ihr fliesst, umfassend: einen Fundament- und Abstützaufbau (1), der auf seiner oberen Oberfläche einen Strömungskanal (2) aufweist, in dem die Wasserströmung fliesst, einen ersten Rechen (3), der aus einer Mehrzahl von parallel zur von der Wasserströmungsrichtung bestimmten Längsrichtung angeordneten ersten Rechenelementen gebildet ist und schräg in dem Strömungskanal (2) angeordnet ist und von zumindest einem Teil der Wasserströmung durchströmt ist, wobei die ersten Rechenelemente den Durchgang der vom Wasser mitgeführten Fremdkörper verhindern, die eine maximale Abmessung besitzen, die grösser als der gegenseitige Abstand zwischen diesen ersten Rechenelementen ist, einen zweiten Rechen (4), der aus einer Mehrzahl von quer zur Wasserströmungsrichtung und dichter zueinander im Vergleich zu den ersten Rechenelementen des ersten Rechens (3) angeordneten zweiten Rechenelementen ...

Water-Containing Means.

Die Erfindung betrifft eine Wasserfassung zum Entnehmen und zum Leiten von zumindest einem Teil einer Wasserströmung, die längs durch einen ersten und einen zweiten Rechen (3, 4) fliesst, umfassend: einen Fundament- und Abstützaufbau (1), der auf seiner oberen Oberfläche einen Strömungskanal (2) aufweist, in dem die Wasserströmung fliesst, den ersten Rechen (3), der schräg in dem Strömungskanal (2) angeordnet ist, und den zweiten Rechen (4), der aus einer Mehrzahl von quer zur Wasserströmungsrichtung und im Vergleich zu den ersten, längs zur Wasserströmungsrichtung angeordneten Rechenelementen des ersten Rechens (3) dichter zueinander angeordneten zweiten Rechenelementen gebildet ist. Der Fundament- und Abstützaufbau (1) weist einen unterhalb des zweiten Rechens (4) angeordneten Sammelkanal (5) mit Wänden (51, 52) mit unterschiedlichen Höhen auf, in den das Wasser fliesst. Erfindungsgemäss ist der zweite Rechen (4) unterhalb des ersten Rechens (3) angeordnet, und sowohl das obere Ende des ...

Rod profile for a rake a hydroelectric plant.

Stabprofil für einen Rechen einer Wasserkraftanlage, umfassend einen abgerundeten Kopf (3) und einen daran anschliessenden Abschnitt (5) mit rechteckigem Querschnitt, wobei der Abschnitt (5) mit rechteckigem Querschnitt an dem in Strömungsrichtung hinteren Ende einen Bereich (4) mit reduzierter Dicke aufweist, dadurch gekennzeichnet, dass der Bereich (4) mit reduzierter Dicke asymmetrisch ausgebildet ist.

Bar screen for a device for water and/or water filtering version.

Die Erfindung betrifft ein Spaltsieb (6) mit aneinandergereihten Stäben (2), die ein Viertelrundprofil aufweisen und quer zur Wasserflussrichtung (10) angeordnet sind. Das Viertelrundprofil-Spaltsieb kommt in Einrichtungen, die den Zweck des Entnehmens von Wasser aus fliessenden oder stehenden Gewässern erfüllen. In diesem Einsatzgebiet eignet sich die Verwendung des Spaltsiebes in einer Einrichtung (1), die der Wasserentnahme und/oder Filterung dient, wobei diese aus einer abwärtsgekrümmten Wassereinlaufstrecke (4) und dem daran anschliessenden Spaltsieb (6), zusammen die Silhouette eines Entenschnabels bildend, und seitlichen Leitplanken besteht. Das über die Einrichtung (1) entnommene Wasser kann in einem darunterliegenden Auffangbecken gesammelt werden. Durch den Einsatz von Viertelrundprofilen kann das Spaltsieb bis zu über 150 l/s Wasser (Q) pro Quadratmeter aktive Absaugfläche entnehmen. Das Absaugen geschieht über die runde Seite (3) der Viertelrundprofile, das Wasser wird zur Erdbeschleunigung ...

APPARATUS FOR SUPPLYING WATER FOR COOLING A NUCLEAR POWER STATION, AND NUCLEAR POWER STATION COMPRISING SUCH AN APPARATUS

METHOD, WATERPROOF LINER AND WATERPROOF PANELS FOR INSTALLATION IN BASINS AND CANALS

Trash-holding device for water-taking open channel of nuclear power plant

energy dissipation device for aqueduct between mountains

Operation mode of water delivery open channel system using coupling water level difference as controlled volume

Water conservancy channel slope protection building machine

Process for the realization of a surface coating of a concrete construction, resistant to wear and the bad weather

DEMOUNTABLE RIVER OF WATER CURRENT

DEMOUNTABLE BULWARK FOR CARE OF HYDRAULIC EVALUATION CHANNELS.

Machine intended for épandre of the bituminous concrete, in particular on the pentées banks of the channels

Ready-made unit for the construction of channels and others

Protective device for the bottom of channels

DEVICE FOR CLEARING A WATERCOURSE BULKY FLOATING MATERIALS USING A GRID.

PROCESS AND PRODUCT FOR the COATING OF TANK OR RIVER

Method and machine for reprofiling waterways

MACHINE OF PUBLIC WORKS TRANSFORMABLE

Channels with double track inclined with natural traction and with triple use for navigation, the production of driving force and the irrigation

Equipment carrying out the automatic distribution of the water of a principal channel with two or several lateral canals

CRUSHING APPARATUS

In a crushing apparatus installed in a waterway, a conventional crushing apparatus has a screen stacked with screen bars having a horizontal shape, so that a problem that the screen is deformed by bending gradually generated by a self-weight of the screen bar exists. Therefore, the present invention has a purpose to suppress screen deformation due to the bending of the screen bar in the crushing apparatus installed in the waterway. To solve the problem, the crushing apparatus provided includes: a screen for collecting an impurity in water to be treated; a crushing unit for crushing the impurity; and a scraping unit for scraping the impurity collected by the screen to the crushing unit, wherein the screen has a panel member having a slit formed in the approximately horizontal direction and a collecting portion formed at upper and lower parts of the slit to collect the impurity. Therefore, the bending due to the screen bar is able to be suppressed. COPYRIGHT KIPO 2016 (1) Screen (2) Scraping ...

목 메임 방지용 로터리식 제진기

... 본 발명은 주스크린의 스크린 바아를 일정간격 이격하여 연결 고정시키는 연결바아는 중앙부위가 오목하고 양측 단부로 향하여 점차 원호 형상으로 일정한 곡률로 형성토록 되어 상기 스크린 바아를 연결바아에 전협후광(前狹後廣) 형상으로 목 부위 전방의 폭이 좁게 일정간격 이격하여 연결 고정시키도록 하여, 수로를 흐르는 물의 협잡물이 상기 스크린 바아 사이의 목 부위 전방에 걸리게 되고, 바로 이때 상기 스크린 바아 사이의 협잡물을 걸러주는 레이크가 상기 목 부위 전방에 걸린 협잡물을 걸러주게 되어 상기 스크린 바아 사이의 목 메임 현상을 방지할 수 있도록 하며, 이에 따라 물의 흐름이 협잡물에 의한 저항을 받지 않고 항상 원활하게 흐르게 되고, 상기 연결바아에 고정되는 스크린 바아의 폭이 좁은 목 부위와 상기 레이크가 밀착되는 상태로 접촉하여 협잡물을 원활하고, 용이하게 거를 수 있도록 하며, 로터리 제진기의 유지 및 보수비가 절감될 수 있도록 한 목 메임 방지용 로터리식 제진기에 관한 것이다. 그 기술적인 구성은, 주스크린(130)의 스크린 바아(131)를 일정간격 이격하여 연결 고정시키는 연결바아(210)는, 중앙부위가 오목하고 양측 단부로 향하여 점차 원호 형상으로 일정한 곡률(R)로 형성토록 되어 상기 스크린 바아(131)를 연결바아(21)에 전협후광(前狹後廣) 형상으로 목 부위 전방의 폭이 좁게 일정간격 이격하여 연결 고정시키도록 하며, 상기 주스크린(130)과 전위스크린(140)에 걸린 협잡물을 걸러주어 이동시키도록 하는 레이크(150) 역시 상기 연결바아(210)에 고정되는 스크린 바아(131)의 폭이 좁은 목 부위와 접촉되도록 중앙부위가 오목하고 양측 단부로 향하여 점차 원호 형상으로 일정한 곡률(R)로 형성토록 되는 한편, 상기 레이크(150)를 후방으로 안내하는 에이프런(160)은 상기 레이크(150)와 접면되도록 중앙부위가 오목하고 양측 단부로 향하여 점차 원호 형상으로 일정한 곡률(R)로 형성되는 것을 요지로 한다.

NATURAL STONE FIXING STRUCTURE

DEVICE FOR REMOVING EXHAUST BUBBLE IN POWER PLANT

The present invention relates to a device for removing exhaust bubble in a power plant, comprising: a rail formed along both sides of an exhaust passage where discharge water discharged from a power plant flows; a main body moved along the rail; a core of which both end parts are mounted to be rotated to the main body; and a bubble removal blade radially protruding along the outer circumferential surface of the cylindrical core to be linked with the core to be rotated and having each end part coming in contact with the discharge water. The present invention effectively removes bubble generated from the discharge water discharged through the exhaust passage of the power plant through a relatively simple configuration. COPYRIGHT KIPO 2018 ...

수질 정화 기능 및 항균성을 갖는 콘크리트 조성물

... 본 발명은 하천에 설치되는 수중설치 콘크리트블록을 제조하기 위한 콘크리트 조성물에 있어서, 포틀랜드 시멘트 354 중량부, 굵은 골재 1010 중량부, 잔 골재 716 중량부, 물 167 중량부, 혼화제 0.18 중량부를 포함하며; 일반 유황분말 3.5 중량부 및 탄소분말 3.5 ~ 10.1 중량부를 더 포함하고; 상기 혼화제는 워커빌리티를 증가시키고 감수효과를 갖는 수중콘크리트용 혼화제로서 폴리카본산계의 고성능 혼화제이며; 대장균 및 황색포도상구균 감소율이 99.9%인 것을 특징으로 하는 수질 정화 및 항균성을 갖는 콘크리트 조성물로서, 수질오염을 개선하고 정화시키는 기능뿐만 아니라 항균 작용을 갖는 환경친화적인 콘크리트 재료로 조성되어 수질정화에 탁월한 개선효과를 가지고, 위 기능이 장기적으로 유지되는 수중설치 콘크리트 블록를 제조할 수 있는 콘크리트 조성물을 제공하는 효과가 있다.

APPARATUS TO REMOVE FOREIGN SUBSTANCES FROM INLET CHANNEL

The present invention relates to an apparatus to remove foreign substances from an inlet channel, which is formed to automatically picks and removes foreign substance, which may be mixed with water, from an inlet channel of a water supply source. According to the present invention, the apparatus to remove foreign substances from the inlet channel comprises: a deposition tub in a funnel shape which has an inlet on one side of an edge and a plurality of outlets on a side surface to have a foreign substances extrusion unit on a bottom side; a piston which pushes foreign substances from a top side of the foreign substances extrusion unit; a piston driving unit which drives the piston; an extrusion cylinder combined with the foreign substances extrusion unit; a transfer pipe connected to a bottom side of the extrusion cylinder to transfer foreign substances to the outside; and a water level sensor installed near the deposition tub. The foreign substances extrusion unit further comprises: a first ...

협잡물 감지기능을 갖는 제진기

... 본 발명은 협잡물 감지기능을 갖는 제진기에 관한 것으로, 본 발명은 컨베이어의 일 측 설치바닥면으로부터 설치대를 통해 벨트의 마주하는 내면 사이에 설치되어 상기 컨베이어의 상부에 위치하는 벨트의 외측 상면에 안착되는 협잡물에 대한 중량을 감지하는 하중센서가 적용됨으로써 스크린들에 걸려 레이크에 의해 끌어 올려져 컨베이어 측으로 낙하하여 안착되는 협잡물의 전체적인 중량을 감지하여 감지된 협잡물의 중량 정도에 따라 구동모터의 회전을 선택적으로 증속, 감속 또는 정지시킬 수 있으며, 감지장치에 대하여 직접적으로 협잡물이 접촉하지 않아 협잡물 등에 의한 파손을 방지함과 동시에 감지장치에 대한 설치 및 유지보수가 용이하게 이루어질 수 있도록 하는 한편, 유지보수시 작업자의 감전사고 등의 안전사고를 방지할 수 있도록 함에 그 목적이 있다. 이를 위해 구성되는 본 발명에 따른 협잡물 감지기능을 갖는 제진기는 수로의 양측 벽면에 설치되는 프레임, 상기 프레임의 대향하는 내측에 설치되는 가이드레일, 상기 가이드레일 사이에 설치되며 수류와 함께 떠내려 오는 협잡물을 걸러내기 위한 다수의 주스크린, 상기 주스크린의 전방 하단에 설치되어 주스크린과 수로의 바닥면 사이로 통과하는 협잡물을 거르기 위한 다수의 전위스크린, 상기 전위스크린과 주스크린에 걸러진 협잡물을 일 방향으로 이송시키는 레이크, 협잡물이 걸러진 상기 레이크를 후방으로 안내하여 협잡물을 수거하기 위한 에이프런, 상기 양측 가이드레일에 설치되어 상기 레이크를 연속 회전시키기 위한 것으로 좌우 한 쌍의 플레이트 사이에 전후로 한 쌍의 롤러가 구비되어 상기 롤러의 외면이 상기 가이드레일의 상면에 접촉하여 일 방향으로 회전하는 엔드리스 체인, 상기 엔드리스 체인과 치합되어 회전하는 스프로켓의 회전축에 구동력을 전달하는 구동모터 및 상기 에이프런의 후방으로 떨어진 협잡물을 일측 방향으로 수거하여 이송하기 위한 컨베이어를 포함하여 이루어진 협잡물 감지기능을 갖는 제진기에 있어서, 상기 컨베이어는 구동축과 연동축을 감싸는 벨트로 구성되되 ...

Водопроводный, судоходный канал

1. Водопроводный, судоходный канал, содержащий ступенчатый участок с повышением уровня воды насосными станциями, сблокированными с судоходными шлюзами, отличающийся тем, что канал по всей длине выполнен в виде трех ступеней с горизонтальным дном каждая, при этом протяженность ступеней составляет 100-120 км в зависимости от рельефа местности с подъемом воды на высоту 27 м на каждой ступени. 2. Водопроводный, судоходный канал по п.1, отличающийся тем, что канал размещен между Каспием и Аралом. (19) RU (11) 33 130 (13) U1 (51) МПК E02B 5/04 (2000.01) РОССИЙСКОЕ АГЕНТСТВО ПО ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К СВИДЕТЕЛЬСТВУ (21), (22) Заявка: 2003103544/20 , 10.02.2003 (24) Дата начала отсчета срока действия патента: 10.02.2003 (46) Опубликовано: 10.10.2003 (72) Автор(ы): Рудин М.Ф. (73) Патентообладатель(и): Рудин Михаил Федорович R U Адрес для переписки: 454112, г.Челябинск, пр. Победы, 302, кв.9, М.Ф. Рудину (71) Заявитель(и): Рудин Михаил Федорович 3 3 1 3 0 R U Ñòðàíèöà: 1 U 1 (57) Формула полезной модели 1. Водопроводный, судоходный канал, содержащий ступенчатый участок с повышением уровня воды насосными станциями, сблокированными с судоходными шлюзами, отличающийся тем, что канал по всей длине выполнен в виде трех ступеней с горизонтальным дном каждая, при этом протяженность ступеней составляет 100-120 км в зависимости от рельефа местности с подъемом воды на высоту 27 м на каждой ступени. 2. Водопроводный, судоходный канал по п.1, отличающийся тем, что канал размещен между Каспием и Аралом. 3 3 1 3 0 U 1 (54) Водопроводный, судоходный канал RU 33 130 U1 RU 33 130 U1 RU 33 130 U1 RU 33 130 U1 RU 33 130 U1

УСТРОЙСТВО ДЛЯ ПЕРЕМЕЩЕНИЯ ПЛАВУЧИХ ТЕЛ

Устройство для перемещения плавучих тел, состоящее из парных каналов, вертикальных камер, многоярусных резервуаров, соединенных с вертикальными камерами посредством горизонтальных каналов, отличающееся тем, что парные каналы выполнены в виде замкнутого круга, а вертикальные камеры установлены на конечных участках замкнутого канала и содержат запирающие устройства, причем одна из камер сообщается с разгрузочным бункером. (19) RU (11) 36 392 (13) U1 (51) МПК E02B 5/02 (2000.01) E02C 5/00 (2000.01) РОССИЙСКОЕ АГЕНТСТВО ПО ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21), (22) Заявка: 2003130587/20 , 21.10.2003 (24) Дата начала отсчета срока действия патента: 21.10.2003 (46) Опубликовано: 10.03.2004 (72) Автор(ы): Зезегов В.Ф. (73) Патентообладатель(и): Зезегов Валентин Фёдорович R U Адрес для переписки: 628616, Тюменская обл., г. Нижневартовск, ул. Ленина, 9, корп.1, кв.95, В.Ф. Зезегову 3 6 3 9 2 R U Ñòðàíèöà: 1 U 1 (57) Формула полезной модели Устройство для перемещения плавучих тел, состоящее из парных каналов, вертикальных камер, многоярусных резервуаров, соединенных с вертикальными камерами посредством горизонтальных каналов, отличающееся тем, что парные каналы выполнены в виде замкнутого круга, а вертикальные камеры установлены на конечных участках замкнутого канала и содержат запирающие устройства, причем одна из камер сообщается с разгрузочным бункером. 3 6 3 9 2 U 1 (54) УСТРОЙСТВО ДЛЯ ПЕРЕМЕЩЕНИЯ ПЛАВУЧИХ ТЕЛ RU 36 392 U1 RU 36 392 U1 RU 36 392 U1 RU 36 392 U1 RU 36 392 U1 RU 36 392 U1 RU 36 392 U1 RU 36 392 U1

УСТРОЙСТВО ДЛЯ СБОРА И УДАЛЕНИЯ СОРА ИЗ ВОДОПРИЕМНИКА

1. Устройство для сбора и удаления сора из водоприемника, включающее сороудерживающую решетку, связанную с подъемным механизмом и содержащую жесткую секцию, выполненную с возможностью перемещения в вертикальных направляющих, отличающееся тем, что сороудерживающая решетка снабжена дополнительной гибкой секцией, выполненной с возможностью плоского изгиба в направлении движения водного потока, при этом одна кромка гибкой секции прикреплена к нижней кромке жесткой секции, а другая кромка гибкой секции связана с подъемным механизмом. 2. Устройство по п.1, отличающееся тем, что дополнительная гибкая секция сороудерживающей решетки выполнена многозвенной, состоящей из отдельных жестких элементов, шарнирно соединенных между собой. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 51 041 (13) U1 (51) МПК E02B 5/08 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21), (22) Заявка: 2005128236/22 , 12.09.2005 (24) Дата начала отсчета срока действия патента: 12.09.2005 (45) Опубликовано: 27.01.2006 (73) Патентообладатель(и): Открытое акционерное общество "Инженерный центр ЕЭС-Гидропроект, Ленгидропроект, Теплоэлектропроект, Фирма ОРГРЭС" (RU) U 1 5 1 0 4 1 R U Ñòðàíèöà: 1 U 1 Формула полезной модели 1. Устройство для сбора и удаления сора из водоприемника, включающее сороудерживающую решетку, связанную с подъемным механизмом и содержащую жесткую секцию, выполненную с возможностью перемещения в вертикальных направляющих, отличающееся тем, что сороудерживающая решетка снабжена дополнительной гибкой секцией, выполненной с возможностью плоского изгиба в направлении движения водного потока, при этом одна кромка гибкой секции прикреплена к нижней кромке жесткой секции, а другая кромка гибкой секции связана с подъемным механизмом. 2. Устройство по п.1, отличающееся тем, что дополнительная гибкая секция сороудерживающей решетки выполнена многозвенной, состоящей из отдельных жестких элементов, шарнирно соединенных между ...

УСТРОЙСТВО ДЛЯ УДАЛЕНИЯ МЕХАНИЧЕСКИХ ПРИМЕСЕЙ ИЗ СТОЧНЫХ ВОД

Устройство для удаления механических примесей из сточных вод, содержащее корпус с размещенным в нем цилиндрическим фильтрующим элементом-процеживателем, соединенным с узлом привода и смонтированным с возможностью непрерывного вращения, отличающееся тем, что фильтрующий элемент-процеживатель установлен под углом к горизонтали, выполнен в виде несущего барабана, образованного кольцами, соединенными трубчатыми элементами при суммарной длине просветов между кольцами не менее 0,8 от длины барабана, к внутренней поверхности колец прикреплен цилиндр из сетки с просветом ячеек 1,0-2,5 мм, а на внутренней поверхности сетчатого цилиндра закреплены спиралевидные перегородки, кольца на торцах барабана установлены на опорных роликах с возможностью вращения, кольцо на верхнем торце снабжено канавкой для клинового ремня, узел привода выполнен в виде клиноременной передачи с рычажным механизмом натяжения ремня, устройство снабжено патрубком для рассредоточенной подачи воды в верхней части процеживателя, поддоном с патрубком для сбора воды и ее удаления, лотком для отведения задержанных примесей, размещенным в нижней части процеживателя, узлом регенерации фильтрующей поверхности процеживателя с щелевыми форсунками, расположенными вдоль сетчатого цилиндра процеживателя, чехлом с патрубком для отведения воздуха с парами воды и запахом, причем устройство оснащено щитом управления с элементами автоматического включения привода и форсунок. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 54 053 (13) U1 (51) МПК E02B 5/08 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21), (22) Заявка: 2006102899/22 , 02.02.2006 (24) Дата начала отсчета срока действия патента: 02.02.2006 (45) Опубликовано: 10.06.2006 (72) Автор(ы): Дятлов Владимир Александрович (RU), Певнев Сергей Георгиевич (RU) Адрес для переписки: 119992, Москва, Г-48, ГСП-2, Комсомольский пр-т, 42, стр.2, "НИИ ВОДГЕО", патентный отдел Ñòðàíèöà: 1 U 1 5 4 0 5 3 R U U ...

УСТРОЙСТВО ДЛЯ УДАЛЕНИЯ МЕХАНИЧЕСКИХ ПРИМЕСЕЙ ИЗ СТОЧНЫХ ВОД

Устройство для удаления механических примесей из сточных вод, содержащее корпус с размещенным в нем цилиндрическим фильтрующим элементом-процеживателем в форме барабана, сформированного из витков проволоки, жестко закрепленного на валу, соединенного с узлом привода, и смонтированного с возможностью непрерывного вращения, отличающееся тем, что фильтрующий элемент-процеживатель оснащен дополнительным, соосным внешнему внутренним барабаном с соотношением диаметров 1:1,3-1,5 соответственно, соотношением прозоров между витками внешнего и внутреннего барабанов, составляющем 1:2,5-4,0 и величиной прозоров уменьшенной и постоянной перед зоной рассредоточенного распределения потока воды по ходу его движения в начале барабана и после этой зоны в конце его, на внутренней стороне каждого из барабанов закреплены ленточные спиралевидные направляющие с уменьшением шага и увеличением диаметра лент спиралей по ходу движения потока воды, устройство оснащено лотком с переливными кромками для рассредоточенной подачи воды в верхней части барабана, поддоном с патрубком для сбора воды и ее удаления, а в каждом из барабанов фильтрующего элемента-процеживателя размещен узел гидравлической регенерации фильтрующей поверхности. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 58 129 (13) U1 (51) МПК E02B 5/08 (2006.01) E03F 5/14 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21), (22) Заявка: 2006124240/22 , 06.07.2006 (24) Дата начала отсчета срока действия патента: 06.07.2006 (45) Опубликовано: 10.11.2006 (73) Патентообладатель(и): Общество с ограниченной ответственностью "РУСВОДТЕХНОСЕРВИС" (RU) Ñòðàíèöà: 1 U 1 5 8 1 2 9 R U U 1 Формула полезной модели Устройство для удаления механических примесей из сточных вод, содержащее корпус с размещенным в нем цилиндрическим фильтрующим элементом-процеживателем в форме барабана, сформированного из витков проволоки, жестко закрепленного на валу, соединенного с узлом привода, и ...

УСТРОЙСТВО ДЛЯ МЕХАНИЧЕСКОЙ ОЧИСТКИ СТОЧНЫХ ВОД

1. Устройство для механической очистки сточных вод, содержащее раму с установленной в ее поперечинах решеткой с фильтрованным полотном в виде набора тонких полос, граблины с зубьями, закрепленные на двух бесконечных цепях, установленных на парах приводных и рабочих зубчатых колес и привод, отличающееся тем, что тонкие полосы фильтровального полотна одним концом закреплены в нижней поперечине рамы, а другим концом, снабженным торцевыми ярусными шипами, размещены в гнездах, выполненных в верхней поперечине, вершины зубьев всех граблин расположены в плоскости движения граблин, а рабочая поверхность фильтровального полотна выполнена под углом к указанной плоскости с уклоном в направлении верхней поперечины. 2. Устройство по п.1, отличающееся тем, что гнезда образованы ярусными выступами, выполненными на верхней поперечине и расположенными перпендикулярно к шипам полос и под углом к их торцам и пазами вставок, установленных на ярусных выступах. 3. Устройство по п.1, отличающееся тем, что полосы имеют толщину, равную 1,0...3,0 мм, ширину - 80...200 мм и длину - 1000...3000 мм. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 62 127 (13) U1 (51) МПК E03F 5/14 (2006.01) E02B 5/08 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21), (22) Заявка: 2006141222/22 , 22.11.2006 (24) Дата начала отсчета срока действия патента: 22.11.2006 (45) Опубликовано: 27.03.2007 (73) Патентообладатель(и): Общество с ограниченной ответственностью "ПСП "Проммашсервис" (RU) U 1 6 2 1 2 7 R U Ñòðàíèöà: 1 U 1 Формула полезной модели 1. Устройство для механической очистки сточных вод, содержащее раму с установленной в ее поперечинах решеткой с фильтрованным полотном в виде набора тонких полос, граблины с зубьями, закрепленные на двух бесконечных цепях, установленных на парах приводных и рабочих зубчатых колес и привод, отличающееся тем, что тонкие полосы фильтровального полотна одним концом закреплены в нижней поперечине рамы, а ...

УСТРОЙСТВО ДЛЯ МЕХАНИЧЕСКОЙ ОЧИСТКИ СТОЧНЫХ ВОД

1. Устройство для механической очистки сточных вод, содержащее раму с установленной в ее поперечинах решеткой с фильтрованным полотном в виде набора тонких полос, граблины с зубьями, закрепленные на двух бесконечных цепях, установленных на парах приводных и рабочих зубчатых колес и привод, отличающееся тем, что тонкие полосы фильтровального полотна одним концом закреплены в нижней поперечине рамы, а другим концом, снабженным торцевыми ярусными шипами, размещены в гнездах, выполненных в верхней поперечине, вершины зубьев всех граблин расположены в плоскости движения граблин, а рабочая поверхность фильтровального полотна выполнена под углом к указанной плоскости с уклоном в направлении верхней поперечины. 2. Устройство по п.1, отличающееся тем, что гнезда образованы ярусными выступами, выполненными на верхней поперечине и расположенными перпендикулярно к шипам полос и под углом к их торцам, и пазами вставок, установленных на ярусных выступах. 3. Устройство по п.1, отличающееся тем, что полосы имеют толщину, равную 1,0...3.0 мм, ширину - 80...200 мм и длину - 1000...3000 мм. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 72 240 (13) U1 (51) МПК E03F 5/14 (2006.01) E02B 5/08 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21), (22) Заявка: 2007118738/22 , 21.05.2007 (24) Дата начала отсчета срока действия патента: 21.05.2007 (45) Опубликовано: 10.04.2008 7 2 2 4 0 R U Формула полезной модели 1. Устройство для механической очистки сточных вод, содержащее раму с установленной в ее поперечинах решеткой с фильтрованным полотном в виде набора тонких полос, граблины с зубьями, закрепленные на двух бесконечных цепях, установленных на парах приводных и рабочих зубчатых колес и привод, отличающееся тем, что тонкие полосы фильтровального полотна одним концом закреплены в нижней поперечине рамы, а другим концом, снабженным торцевыми ярусными шипами, размещены в гнездах, выполненных в верхней поперечине, вершины ...

КОМПЛЕКС ГИДРОТЕХНИЧЕСКИХ СООРУЖЕНИЙ СУДОХОДНОГО КАНАЛА

Комплекс гидротехнических сооружений судоходного канала, соединяющего водные бассейны двух морей и/или рек, включающий систему шлюзов и водохранилищ транспортного назначения, расположенных по склонам водораздела между двумя упомянутыми бассейнами, а также систему водоподводящих каналов для обеспечения водой шлюзования судов, отличающийся тем, что в соседнем речном бассейне, вне трассы судоходного канала на склоне водораздела бассейна реки, примыкающего к двум упомянутым бассейнам рек, расположен водоподводящий канал, в состав гидротехнических сооружений комплекса включен гидроузел с расположенным вне трассы судоходного канала со стороны водораздела речного бассейна, в котором не располагается трасса судоходного канала, регуляционным водохранилищем, аккумулирующим воду, в том числе из упомянутого соседнего речного бассейна вне трассы судоходного канала, в паводковый период в количестве, достаточном для годового шлюзования при расчетном грузообороте по обоим склонам канала и перераспределяющим аккумулированный объем воды на весь годовой судоходный период через упомянутую систему водоподводящих каналов для обеспечения водой шлюзования судов, причем упомянутый гидроузел соединен с машинным водоподводящим каналом, перекачивающим воду через водораздел соседнего с судоходным каналом бассейна из регуляционного водохранилища в подводящие каналы, расположенные в бассейне судоходного канала. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 74 927 (13) U1 (51) МПК E02B 5/04 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21), (22) Заявка: 2008109989/22 , 18.03.2008 (24) Дата начала отсчета срока действия патента: 18.03.2008 (45) Опубликовано: 20.07.2008 7 4 9 2 7 R U Формула полезной модели Комплекс гидротехнических сооружений судоходного канала, соединяющего водные бассейны двух морей и/или рек, включающий систему шлюзов и водохранилищ транспортного назначения, расположенных по склонам водораздела между двумя ...

КОМПЛЕКС ГИДРОТЕХНИЧЕСКИХ СООРУЖЕНИЙ СУДОХОДНОГО КАНАЛА С САМОТЕЧНОЙ ПОДАЧЕЙ ВОДЫ ДЛЯ ШЛЮЗОВАНИЯ

Комплекс гидротехнических сооружений судоходного канала с самотечной подачей воды для шлюзования, соединяющего водные бассейны двух морей с различной степенью солоноватости воды, включающий систему шлюзов и водохранилищ транспортного назначения, расположенных по склонам водораздела между двумя упомянутыми бассейнами, а также систему водоподводящих каналов для обеспечения водой шлюзования судов, отличающийся тем, что на склоне водораздела, который относится к бассейну моря с более низкой степенью солоноватости воды включено в состав гидроузла водохранилище с повышенной степенью солоноватости воды и насосной станцией, обеспечивающей подачу воды с повышенной степенью солоноватости сливной призмы при каждом шлюзовании из упомянутого водохранилища через водоподводящий канал в водохранилище на водоразделе, по которому вода самотеком при шлюзовании попадает в море с более высокой степенью солоноватости. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 75 401 (13) U1 (51) МПК E02B 5/04 E02B 5/06 (2006.01) (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21), (22) Заявка: 2008112911/22 , 04.04.2008 (24) Дата начала отсчета срока действия патента: 04.04.2008 (45) Опубликовано: 10.08.2008 7 5 4 0 1 R U Формула полезной модели Комплекс гидротехнических сооружений судоходного канала с самотечной подачей воды для шлюзования, соединяющего водные бассейны двух морей с различной степенью солоноватости воды, включающий систему шлюзов и водохранилищ транспортного назначения, расположенных по склонам водораздела между двумя упомянутыми бассейнами, а также систему водоподводящих каналов для обеспечения водой шлюзования судов, отличающийся тем, что на склоне водораздела, который относится к бассейну моря с более низкой степенью солоноватости воды включено в состав гидроузла водохранилище с повышенной степенью солоноватости воды и насосной станцией, обеспечивающей подачу воды с повышенной степенью солоноватости сливной ...

КОМПЛЕКС ГИДРОТЕХНИЧЕСКИХ СООРУЖЕНИЙ СУДОХОДНОГО КАНАЛА, СОЕДИНЯЮЩЕГО ВОДНЫЕ БАССЕЙНЫ ДВУХ МОРЕЙ

1. Комплекс гидротехнических сооружений судоходного канала, соединяющего водные бассейны двух морей и/или рек, включающий систему судоходных шлюзов и водохранилищ транспортного назначения, расположенных по склонам водораздела между двумя упомянутыми бассейнами, обеспечивающих преодоление судами упомянутого водораздела по обоим склонам последнего, а также систему водоподводящих каналов для обеспечения водой шлюзования судов, гидроагрегаты, вырабатывающие электроэнергию и механизмы для перекачки воды, отличающийся тем, что упомянутые гидроагрегаты, установленные в верхних головах судоходных шлюзов, вырабатывающие электроэнергию при заполнении камер шлюзов в процессе шлюзования судов, расположены в системе водопроводных галерей голов судоходных шлюзов, электрически соединены с упомянутыми механизмами для перекачки воды, упомянутые гидроагрегаты, установленные в нижних головах судоходных шлюзов, вырабатывающие электроэнергию при сработке сливных призм камер шлюзов в процессе шлюзования судов расположены в системе водопроводных галерей голов судоходных шлюзов, электрически соединены с потребителем электрической энергии, упомянутые механизмы для перекачки воды выполнены с возможностью использования выработанной на гидроагрегатах, установленных в верхних головах судоходных шлюзов, при наборе сливных призм электроэнергии для набора части воды в сливную призму из водохранилища нижнего бьефа через водопроводные галереи. 2. Комплекс гидротехнических сооружений судоходного канала по п.1, отличающийся тем, что механизмы для перекачки воды расположены со стороны водохранилища нижнего бьефа. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 75 402 (13) U1 (51) МПК E02B 5/04 E02B 5/06 (2006.01) (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21), (22) Заявка: 2008113192/22 , 08.04.2008 (24) Дата начала отсчета срока действия патента: 08.04.2008 (45) Опубликовано: 10.08.2008 7 5 4 0 2 R U Формула полезной модели 1. ...

КОМПЛЕКС ГИДРОТЕХНИЧЕСКИХ СООРУЖЕНИЙ С ГИДРОАГРЕГАТАМИ В ГОЛОВАХ ШЛЮЗОВ

1. Комплекс гидротехнических сооружений с гидроагрегатами в головах шлюзов, включающий систему судоходных шлюзов и водохранилищ транспортного назначения, расположенных по склонам водораздела между двумя упомянутыми бассейнами, обеспечивающих преодоление судами упомянутого водораздела по обоим склонам последнего, а также систему водоподводящих каналов для обеспечения водой шлюзования судов, гидроагрегаты, вырабатывающие электроэнергию и механизмы для перекачки воды, отличающийся тем, что упомянутые гидроагрегаты, установленные в верхних головах судоходных шлюзов, вырабатывающие электроэнергию при заполнении камер шлюзов в процессе шлюзования судов, расположены в системе водопроводных галерей голов судоходных шлюзов, электрически соединены через накопитель электрической энергии с упомянутыми механизмами для перекачки воды, упомянутые гидроагрегаты, установленные в нижних головах судоходных шлюзов, вырабатывающие электроэнергию при сработке сливных призм камер шлюзов в процессе шлюзования судов, расположены в системе водопроводных галерей голов судоходных шлюзов, электрически соединены с упомянутым накопителем электрической энергии, упомянутые механизмы для перекачки воды выполнены с возможностью использования выработанной на гидроагрегатах и/или накопленной в упомянутом накопителе электрической энергии при наборе и при сработке сливных призм электроэнергии для набора части воды в сливную призму из водохранилища нижнего бьефа через водопроводные галереи. 2. Комплекс гидротехнических сооружений судоходного канала по п.1, отличающийся тем, что механизмы для перекачки воды расположены со стороны водохранилища нижнего бьефа. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 76 927 (13) U1 (51) МПК E02B 5/04 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21), (22) Заявка: 2008117549/22 , 06.05.2008 (24) Дата начала отсчета срока действия патента: 06.05.2008 (45) Опубликовано: 10.10.2008 7 6 9 2 7 R U ...

УСТРОЙСТВО ГОРНОГО СУДОВОЗНОГО УЧАСТКА СУДОХОДНОГО КАНАЛА

Устройство горного судовозного участка судоходного канала, содержащее наливные шлюзы со стапельным местом для судовозной тележки с возможностью закрепления судна, многоколейные железнодорожные пути, пролегающие от наливного шлюза в начале пути до наливного шлюза в конце сухопутного участка, двухсекционный тепловоз с тележкой, составляющие транспорт для судов по горному участку. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 78 818 (13) U1 (51) МПК E02C 3/00 E02B 5/06 (2006.01) (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21), (22) Заявка: 2007129367/22 , 30.07.2007 (24) Дата начала отсчета срока действия патента: 30.07.2007 (45) Опубликовано: 10.12.2008 (72) Автор(ы): Сальников Владимир Ильич (RU) (73) Патентообладатель(и): Сальников Владимир Ильич (RU) U 1 7 8 8 1 8 R U Ñòðàíèöà: 1 U 1 Формула полезной модели Устройство горного судовозного участка судоходного канала, содержащее наливные шлюзы со стапельным местом для судовозной тележки с возможностью закрепления судна, многоколейные железнодорожные пути, пролегающие от наливного шлюза в начале пути до наливного шлюза в конце сухопутного участка, двухсекционный тепловоз с тележкой, составляющие транспорт для судов по горному участку. 7 8 8 1 8 (54) УСТРОЙСТВО ГОРНОГО СУДОВОЗНОГО УЧАСТКА СУДОХОДНОГО КАНАЛА R U Адрес для переписки: 414045, г.Астрахань, ул. Боевая, 72Б, кв.56, В.И. Сальникову RU 5 10 15 20 25 30 35 40 45 50 78 818 U1 Заявленная полезная модель относится к устройству горного судовозного участка судоходного канала, содержащее наливные шлюзы со стапельным местом для судовозной тележки с возможностью закрепления судна, многоколейные железнодорожные пути, пролегающие от наливного шлюза в начале пути до наливного шлюза в конце сухопутного участка, транспорта, в виде модифицированного тепловоза в тандеме с судовозной тележкой. Уровень техники. Существующие каналы построены на равнинной местности. Они позволили улучшить, сократить ...

ВОДООЧИСТНОЕ УСТРОЙСТВО СИСТЕМЫ ТЕХНИЧЕСКОГО ВОДОСНАБЖЕНИЯ

Водоочистное устройство системы технического водоснабжения, включающее установленный в канале с плоским дном силовой каркас с укрепленной на нем двухконтурной водоочистной вращающейся сеткой с наружным подводом воды, включающей водоочистные сита наружного очистного контура и водоочистные сита внутреннего очистного контура, имеющие собственные механизмы привода для обеспечения вращения сит очистных контуров, установленные в верхней части силового каркаса, а также средства для промывки сит очистных контуров, отличающееся тем, что силовой каркас по высоте выполнен составным из нескольких соединенных между собой секций, каждая из которых выполнена из двух горизонтально расположенных частей, соединенных между собой, при этом движение сит очистных контуров в зоне изменения направления этого движения на противоположное вблизи дна канала осуществлено по дуге окружности, диаметр которой соответствует расстоянию между противоположными ситами очистных контуров, при этом механизмы приводов сит очистных контуров установлены на единой опорной раме. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E02B 5/08 (13) 112 908 U1 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ 2011125498/13, 21.06.2011 (24) Дата начала отсчета срока действия патента: 21.06.2011 (45) Опубликовано: 27.01.2012 Бюл. № 3 Адрес для переписки: 197227, Санкт-Петербург, а/я 405, С.А. Воропаю (73) Патентообладатель(и): Открытое акционерное общество "Трест Гидромонтаж" (RU) U 1 1 1 2 9 0 8 R U Стр.: 1 U 1 Формула полезной модели Водоочистное устройство системы технического водоснабжения, включающее установленный в канале с плоским дном силовой каркас с укрепленной на нем двухконтурной водоочистной вращающейся сеткой с наружным подводом воды, включающей водоочистные сита наружного очистного контура и водоочистные сита внутреннего очистного контура, имеющие собственные механизмы привода для обеспечения вращения сит очистных контуров, установленные в ...

ВРЕМЕННЫЙ УЧАСТОК ШЛЮЗА КАМЕРЫ АКТИВНОГО ИЛА ВОДООЧИСТНОГО СООРУЖЕНИЯ

Временный участок шлюза камеры активного ила водоочистного сооружения, содержащий водоподвод в виде шлюза, имеющий вход, связанный с вторичным отстойником, и выход, связанный с камерой активного ила, и подвижный затвор, причем вход водоподвода имеет временное перекрытие, а выход выполнен открытым, отличающийся тем, что подвижный затвор установлен в водоподводе в районе его выхода и выполнен с возможностью начала функционирования в зависимости от наличия временного перекрытия на входе водоподвода, а в качестве временного перекрытия входа водоподвода применена герметичная заглушка, выполненная с возможностью оперативного ее удаления по достижению подвижным затвором самостоятельного функционирования. И 1 114967 ко РОССИЙСКАЯ ФЕДЕРАЦИЯ 7 ВУ” 114 967” 41 ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ИЗВЕЩЕНИЯ К ПАТЕНТУ НА ПОЛЕЗНУЮ МОДЕЛЬ ММ9К Досрочное прекращение действия патента из-за неуплаты в установленный срок пошлины за поддержание патента в силе Дата прекращения действия патента: 01.10.2019 Дата внесения записи в Государственный реестр: 19.08.2020 Дата публикации и номер бюллетеня: 19.08.2020 Бюл. №23 Стр.: 1 па д 967 ЕП

МАШИНА ДЛЯ ОЧИСТКИ СОРОУДЕРЖИВАЮЩИХ РЕШЕТОК

Машина для очистки сороудерживающих решеток, включающая механизм для удаления сора с поверхности сороудерживающих решеток, снабженный приводом, отличающаяся тем, что механизм для удаления сора с поверхности сороудерживающих решеток выполнен в виде ковша, установленного на перемещаемой в вертикальной плоскости тележке и выполненного в виде совокупности неподвижных и подвижных зубьев, при этом машина снабжена канатной системой для подъема тележки и поворота подвижных зубьев ковша, включающей основной вал барабанов, отводной барабан, барабан на коромысле, привод поворота зубьев, причем канаты подъема тележки запасованы на основной вал барабанов и связаны с тележкой, а канаты поворота подвижных зубьев ковша запасованы на основной вал барабанов и связаны с подвижными зубьями через отводной барабан и барабан, укрепленный на одном конце коромысла, другой конец которого связан с валом редуктора привода поворота подвижных зубьев ковша, при этом все элементы машины укреплены на рамной конструкции, снабженной колесами для ее перемещения. Ц 116158 ко РОССИЙСКАЯ ФЕДЕРАЦИЯ ВУ” 116 158” 44 ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ИЗВЕЩЕНИЯ К ПАТЕНТУ НА ПОЛЕЗНУЮ МОДЕЛЬ ММ9К Досрочное прекращение действия патента из-за неуплаты в установленный срок пошлины за поддержание патента в силе Дата прекращения действия патента: 22.12.2018 Дата внесения записи в Государственный реестр: 07.10.2019 Дата публикации и номер бюллетеня: 07.10.2019 Бюл. №28 Стр.: 1 па ЗА рэ ЕП

УСТРОЙСТВО ДЛЯ ПРЕДОТВРАЩЕНИЯ ОБЛЕДЕНЕНИЯ

Устройство для предотвращения обледенения сооружений и/или их элементов, включающее в себя покрытие из полимерного материала, расположенное на поверхности сооружения и/или его элементе, отличающееся тем, что покрытие выполнено из эластичной резины, содержит сообщающиеся полости, которые соединены с устройством подачи сжатого воздуха, покрытие крепится к элементу посредством анкеров, на покрытии выполнены клапаны для стравливания воздуха. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E02B 5/08 (13) 118 977 U1 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ 2012111044/13, 22.03.2012 (24) Дата начала отсчета срока действия патента: 22.03.2012 (45) Опубликовано: 10.08.2012 Бюл. № 22 R U 1 1 8 9 7 7 Формула полезной модели Устройство для предотвращения обледенения сооружений и/или их элементов, включающее в себя покрытие из полимерного материала, расположенное на поверхности сооружения и/или его элементе, отличающееся тем, что покрытие выполнено из эластичной резины, содержит сообщающиеся полости, которые соединены с устройством подачи сжатого воздуха, покрытие крепится к элементу посредством анкеров, на покрытии выполнены клапаны для стравливания воздуха. Стр.: 1 U 1 U 1 (54) УСТРОЙСТВО ДЛЯ ПРЕДОТВРАЩЕНИЯ ОБЛЕДЕНЕНИЯ 1 1 8 9 7 7 Адрес для переписки: 195251, Санкт-Петербург, ул. Политехническая, 29, ФГБОУ ВПО "Санкт-Петербургский государственный политехнический университет" (ФГБОУ ВПО "СПбГПУ"), отдел интеллектуальной собственности (73) Патентообладатель(и): Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "СанктПетербургский государственный политехнический университет" (ФГБОУ ВПО "СПбГПУ") (RU) R U Приоритет(ы): (22) Дата подачи заявки: 22.03.2012 (72) Автор(ы): Альхименко Александр Иванович (RU), Альхименко Алексей Александрович (RU) RU 5 10 15 20 25 30 35 40 45 118 977 U1 Полезная модель относится к области борьбы с обледенением элементов ...

ВОДООЧИСТНОЕ УСТРОЙСТВО СИСТЕМЫ ТЕХНИЧЕСКОГО ВОДОСНАБЖЕНИЯ

Водоочистное устройство системы технического водоснабжения, включающее установленный в канале с плоским дном силовой каркас с укрепленной на нем водоочистной вращающейся сеткой с лобовым подводом воды, включающей водоочистные сита очистного контура, имеющие собственный механизм привода для обеспечения их вращения, установленный в верхней части силового каркаса, а также средства для промывки сит очистного контура, отличающееся тем, что оно снабжено защитным фартуком, состоящим из прижимной части, выполненной из упругого материала, один конец которой установлен в держателе, шарнирно укрепленном на нижней части каркаса, а свободный конец взаимодействует с поверхностью сит очистного контура и буферной части, выполненной в виде упругого стопора, один конец которого установлен в держателе, жестко укрепленном в нижней части каркаса, а свободный конец установлен с возможностью взаимодействия с задней поверхностью держателя прижимной части. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E02B 5/08 (13) 119 355 U1 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ 2012105155/13, 14.02.2012 (24) Дата начала отсчета срока действия патента: 14.02.2012 (45) Опубликовано: 20.08.2012 Бюл. № 23 Адрес для переписки: 197227, Санкт-Петербург, а/я 405, С.А. Воропаю (73) Патентообладатель(и): Открытое акционерное общество "Трест Гидромонтаж" (RU) U 1 1 1 9 3 5 5 R U Стр.: 1 U 1 Формула полезной модели Водоочистное устройство системы технического водоснабжения, включающее установленный в канале с плоским дном силовой каркас с укрепленной на нем водоочистной вращающейся сеткой с лобовым подводом воды, включающей водоочистные сита очистного контура, имеющие собственный механизм привода для обеспечения их вращения, установленный в верхней части силового каркаса, а также средства для промывки сит очистного контура, отличающееся тем, что оно снабжено защитным фартуком, состоящим из прижимной части, выполненной из упругого ...

ОБЛИЦОВКА КАНАЛА

1. Облицовка канала, включающая уложенные по профилю канала облицовочные плиты с образованием поперечных и продольных швов, отличающаяся тем, что в качестве облицовочных плит и противофильтрационного элемента используют монолитные пластиковые листы толщиной 0,02-0,05 м, длиной 3,0-6,0 м, шириной 1,0-2,0 м, с герметичным креплением листов друг к другу в местах поперечных и продольных швов, при этом крепление листов по профилю канала осуществляется с помощью анкеров, замоноличенных в откосы и дно канала. 2. Облицовка канала по п.1, отличающаяся тем, что в качестве монолитных пластиковых листов используют монолитные армированные или неармированные листы из полимерных материалов. 3. Облицовка канала по п.1, отличающаяся тем, что герметичность крепления листов в местах продольных и поперечных швов обеспечивается сваркой или склеиванием. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E02B 3/16 E02B 3/04 E02B 3/12 E02B 5/02 E02D 17/10 E02D 17/20 (13) 132 093 U1 (2006.01) (2006.01) (2006.01) (2006.01) (2006.01) (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ 2013109470/13, 04.03.2013 (24) Дата начала отсчета срока действия патента: 04.03.2013 (45) Опубликовано: 10.09.2013 Бюл. № 25 1 3 2 0 9 3 R U Формула полезной модели 1. Облицовка канала, включающая уложенные по профилю канала облицовочные плиты с образованием поперечных и продольных швов, отличающаяся тем, что в качестве облицовочных плит и противофильтрационного элемента используют монолитные пластиковые листы толщиной 0,02-0,05 м, длиной 3,0-6,0 м, шириной 1,02,0 м, с герметичным креплением листов друг к другу в местах поперечных и продольных швов, при этом крепление листов по профилю канала осуществляется с помощью анкеров, замоноличенных в откосы и дно канала. 2. Облицовка канала по п.1, отличающаяся тем, что в качестве монолитных пластиковых листов используют монолитные армированные или неармированные листы из полимерных материалов. 3. Облицовка ...

ЛЕГКИЙ ЗАЩИТНЫЙ ЭЛЕМЕНТ С ФИЛЬТРОМ МАТРАСНОГО ТИПА

1. Легкий защитный элемент с фильтром матрасного типа, содержащий наружную защитную структуру (10, 20), гранулированный материал наполнителя, размещенный внутри защитной структуры, и средства сцепления (50, 52, 56), расположенные на наружной защитной структуре с возможностью сцепления заданных частей этой наружной структуры друг с другом, отличающийся тем, что элемент дополнительно содержит трехмерную внутреннюю структуру (30) с высоким индексом пустотности, причем гранулированный материал наполнителя размещен в трехмерной внутренней структуре (30), при этом трехмерная внутренняя структура (30) с высоким индексом пустотности содержит моноволокна чувствительного к нагреву материала и/или нетканый геотекстиль. 2. Элемент по п.1, отличающийся тем, что наружная защитная структура содержит нижнюю часть (10) и верхнюю часть (20), и средства сцепления (50, 52, 56), сцепляющие нижнюю часть (10) с верхней частью (20). 3. Элемент по п.2, отличающийся тем, что средства сцепления содержат механические средства сцепления (50, 52, 56). 4. Элемент по п.3, отличающийся тем, что механические средства сцепления содержат, по меньшей мере, пару пластин (50), по меньшей мере, крепежный стержень (52) и, по меньшей мере, пару блоков (56), выполненные с возможностью выборочного сцепления с концами (54) этих крепежных стержней (52). 5. Элемент по п.4, отличающийся тем, что концы наружной защитной структуры скреплены друг с другом так, чтобы закрыть защитный элемент и фильтр для удержания внутри него трехмерной структуры с высоким индексом пустотности и материала наполнителя. 6. Элемент по п.2, отличающийся тем, что нижняя часть (10) и верхняя часть (20) наружной защитной структуры выполнены из, по меньшей мере, одного из следующих синтетических материалов: тканого геотекстиля, тканых георешеток, геомембран, геосетей. 7. Элемент по п.2, отличающийся тем, что нижняя часть (10) и верхняя часть (20) наружной защитной структуры выполнены из, по меньшей мере, одного из следующих природных ...

УСТРОЙСТВО ДЛЯ ОТВОДА ШУГИ

1. Устройство для отвода шуги, характеризующееся тем, что оно содержит поплавок, выполненный из герметично заглушённой металлической трубы; крепежные петли, установленные на торцах поплавка; направляющий лоток, приваренный к поплавку; удерживающую сетку, по краям упрочненную контурной полосой и приваренную ко всей ширине к нижней образующей поплавка; балласт, соединенный сваркой с удерживающей сеткой и контурными полосами; при этом поплавок обеспечивает устройству положительную плавучесть, а балласт - вертикальную устойчивость. 2. Устройство по п. 1, характеризующееся тем, что поплавок, выполненный из металлической трубы DN 200 длиной 10 метров и толщиной 2 мм, обеспечивает устройству плавучесть, при которой не более 35 % объема поплавка погружено в воду. 3. Устройство по п. 1, характеризующееся тем, что балласт, выполненный из металлической трубы DN 25 толщиной 2 мм и длиной 10 метров, заполнен бетоном. 4. Устройство по п. 1, характеризующееся тем, что удерживающая сетка высотой 10 см, изготовленная из кованой стали, имеет ячеистую структуру с сечением ячейки 3×3 см. 5. Устройство по п. 1, характеризующееся тем, что оно выполнено с возможностью крепления при помощи тросов и береговых якорей. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 154 630 U1 (51) МПК E02B 15/04 (2006.01) E02B 5/08 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ 2015108850/13, 13.03.2015 (24) Дата начала отсчета срока действия патента: 13.03.2015 (45) Опубликовано: 27.08.2015 Бюл. № 24 1 5 4 6 3 0 R U Формула полезной модели 1. Устройство для отвода шуги, характеризующееся тем, что оно содержит поплавок, выполненный из герметично заглушённой металлической трубы; крепежные петли, установленные на торцах поплавка; направляющий лоток, приваренный к поплавку; удерживающую сетку, по краям упрочненную контурной полосой и приваренную ко всей ширине к нижней образующей поплавка; балласт, соединенный сваркой с удерживающей сеткой и ...

УСТРОЙСТВО ДЛЯ ОТВОДА ШУГИ

1. Устройство для отвода шуги, характеризующееся тем, что оно содержит поплавки, соединенные по верхней образующей поплавков тросом, а по нижней образующей поплавков контурной полосой; удерживающую сетку, в верхней и нижней частях приваренную к контурным полосам; балластные пригрузы, прикрепленные к контурной полосе, соединенной с нижней частью удерживающей сетки, при этом поплавок обеспечивает устройству положительную плавучесть, а балластные пригрузы - вертикальную устойчивость. 2. Устройство по п. 1, характеризующееся тем, что поплавки выполнены из гибкой герметичной проколостойкой оболочки, заполненной вспененным полиэтиленом или вспененным полистиролом, и обеспечивают устройству плавучесть, при которой не более 40 % объема поплавка погружено в воду. 3. Устройство по п. 1, характеризующееся тем, что балластный пригруз выполнен из свинцовых или покрытых полимером стальных или чугунных грузов, при этом грузы имеют продольную проточку для стальной полосы и закреплены в ней попарно, по одному грузу с каждой стороны контурной полосы, тремя болтами М8×35 с погружением головки болта, а масса пары грузов составляет (2,2±0,1) кг. 4. Устройство по п. 1, характеризующееся тем, что удерживающая сетка длиной 10 м, высотой 10 см изготовлена из кованой стали и имеет ячеистую структуру с сечением ячейки не более 3×3 см. 5. Устройство по п. 1, характеризующееся тем, что оно выполнено с возможностью крепления при помощи тросов и береговых якорей. 6. Устройство по п. 1, характеризующееся тем, что оно выполнено с возможностью соединения нескольких устройств быстросоединяющимися Z-образными креплениями типа ASTM, изготовленными из анодированного алюминия. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E02B 5/08 (13) 155 134 U1 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ 2015108852/13, 13.03.2015 (24) Дата начала отсчета срока действия патента: 13.03.2015 (45) Опубликовано: 20.09.2015 Бюл. № 26 1 5 5 1 3 4 R U ...

ОБЛИЦОВКА КАНАЛА

Облицовка канала, включающая противофильтрационное покрытие из монолитных пластиковых листов с герметичным креплением материалов друг к другу в местах поперечных и продольных швов сваркой или склеиванием и креплением противофильтрационного покрытия по профилю канала с помощью анкеров, отличающаяся тем, что канал имеет трапецеидальное поперечное сечение; пластиковые листы использованы белого цвета; прямолинейный участок канала вниз по уклону закончен илосборником в виде перевёрнутой усечённой четырёхсторонней пирамиды; илосборник облицован со всех сторон - в нижней части армированными листами из полимерных материалов, в верхней части рулонным резиновым армированным антискользящим покрытием; размеры верхнего основания пирамиды илосборника больше ширины канала по верху. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 157 150 U1 (51) МПК E02B 5/02 (2006.01) E02B 3/16 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ 2015130451/13, 22.07.2015 (24) Дата начала отсчета срока действия патента: 22.07.2015 (45) Опубликовано: 20.11.2015 Бюл. № 32 1 5 7 1 5 0 R U Формула полезной модели Облицовка канала, включающая противофильтрационное покрытие из монолитных пластиковых листов с герметичным креплением материалов друг к другу в местах поперечных и продольных швов сваркой или склеиванием и креплением противофильтрационного покрытия по профилю канала с помощью анкеров, отличающаяся тем, что канал имеет трапецеидальное поперечное сечение; пластиковые листы использованы белого цвета; прямолинейный участок канала вниз по уклону закончен илосборником в виде перевёрнутой усечённой четырёхсторонней пирамиды; илосборник облицован со всех сторон - в нижней части армированными листами из полимерных материалов, в верхней части рулонным резиновым армированным антискользящим покрытием; размеры верхнего основания пирамиды илосборника больше ширины канала по верху. Стр.: 1 U 1 U 1 (54) ОБЛИЦОВКА КАНАЛА 1 5 7 1 5 0 Адрес для переписки ...

УСТРОЙСТВО ДЛЯ КРЕПЛЕНИЯ КРУТЫХ ОТКОСОВ РУСЕЛ КАНАЛОВ

Полезная модель относится к области гидротехнического и природоохранного строительства и может быть использована для крепления крутых откосов русел мелиоративных каналов. Конструкция устройства для крепления крутых откосов русел каналов включает геотекстильные маты, выполненные из двух слоев геотекстиля и затвердевающего при гидратации наполнителя, состоящего из цемента, натриевого бентонита и стекловолокна в процентном соотношении. Преимуществом данной конструкции для крепления крутых откосов является простота и технологичность производства работ, а также отсутствие объемных земляных и бетонных работ. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 171 290 U1 (51) МПК E02B 3/12 (2006.01) E02B 5/02 (2006.01) E02D 17/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21)(22) Заявка: 2015113902, 14.04.2015 (24) Дата начала отсчета срока действия патента: 14.04.2015 Дата регистрации: (73) Патентообладатель(и): Федеральное государственное бюджетное научное учреждение "Российский научно-исследовательский институт проблем мелиорации" (RU) Приоритет(ы): (22) Дата подачи заявки: 14.04.2015 (45) Опубликовано: 29.05.2017 Бюл. № 16 U 1 139393 U1, 20.04.2014. RU 9908 U1, 10.11.2010. RU 2013101079 А, 09.01.2013. RU 141317 U1, 27.05.2014. EP 1710025 A2, 10.11.2006. RU 2539456 C2, 20.01.2015. RU 73880 U1, 10.06.2008. US 5346566 A1, 13.09.1994. R U (54) УСТРОЙСТВО ДЛЯ КРЕПЛЕНИЯ КРУТЫХ ОТКОСОВ РУСЕЛ КАНАЛОВ (57) Реферат: Полезная модель относится к области наполнителя, состоящего из цемента, натриевого гидротехнического и природоохранного бентонита и стекловолокна в процентном строительства и может быть использована для соотношении. Преимуществом данной крепления крутых откосов русел мелиоративных конструкции для крепления крутых откосов каналов. Конструкция устройства для крепления является простота и технологичность крутых откосов русел каналов включает производства работ, а также отсутствие объемных геотекстильные маты, выполненные ...

Причал

Полезная модель относится к водному транспорту леса, а именно к осуществлению погрузочно-разгрузочных работ и может быть использована лесосплавными и лесозаготовительными предприятиями. Причал, содержащий каркас с обшивкой, представляющий собой прямоугольный в плане понтон; постоянный балласт; балластную емкость; трубу для перекачки воды в балластной емкости; ограждение; аппарель; ручные лебедки; аппарель используется, если при выполнении погрузочно-разгрузочных операций предполагается въезд погрузчика на судно, в других случаях аппарель либо полностью опускают, либо используют как ограждение, подняв ее в вертикальное положение. Новизна заключается в том, что профиль понтона имеет клинообразную форму; форма и расположение балластной емкости таковы, что при всплытии-погружении причал не получает дифферента, приводящего к утыканию носовой части в береговой откос при надвигании на него; при пустой балластной емкости причал имеет запас плавучести, что позволяет транспортировать его по воде; постоянный балласт обеспечивает минимизацию дифферента и остойчивость причала при пустой балластной емкости. 2 ил. И 1 187471 ко РОССИЙСКАЯ ФЕДЕРАЦИЯ 7 ВУ” 187 471 91 ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ИЗВЕЩЕНИЯ К ПАТЕНТУ НА ПОЛЕЗНУЮ МОДЕЛЬ ММ9К Досрочное прекращение действия патента из-за неуплаты в установленный срок пошлины за поддержание патента в силе Дата прекращения действия патента: 12.03.2019 Дата внесения записи в Государственный реестр: 20.07.2020 Дата публикации и номер бюллетеня: 20.07.2020 Бюл. №20 Стр.: 1 па КЛУДЗЬ ЕП

Грабельная решетка

Полезная модель относится к оборудованию для водоочистки, в частности к грабельным решеткам, применяемым при очистке сточных вод от механических загрязнений. Грабельная решетка содержит фильтрующее полотно с просветами, средства для установки фильтрующего полотна под углом к горизонту/направлению потока, граблины, имеющие рабочие поверхности, которые входят в просветы фильтрующего полотна, и перемещаемые вдоль фильтрующего полотна посредством крепления к цепи, выполненной из соединенных шарнирным соединением звеньев, образующей замкнутый контур и приводимой в движение приводом, при этом шарнирное соединение между звеньями выполнено с возможностью их ограниченного поворота в направлении наружу контура относительно оси шарнира. Таким образом, заявляемая полезная модель представляет собой грабельную решетку, использующую цепь, которая не требует наличия направляющих элементов в нижней части конструкции, и характеризующеюся повышенной прочностью, обусловленной уменьшением нагрузки на изгиб звеньев цепи при транспортировке крупного объекта, и функциональностью, обусловленной сохранением возможности эффективного использования свободных граблин при транспортировке крупного объекта. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 187 813 U1 (51) МПК E03F 5/14 (2006.01) E02B 5/08 (2006.01) B01D 29/64 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E03F 5/14 (2018.08); E02B 5/08 (2018.08); B01D 29/64 (2018.08) (21)(22) Заявка: 2018138583, 01.11.2018 (24) Дата начала отсчета срока действия патента: Дата регистрации: (73) Патентообладатель(и): Трунов Петр Викторович (UA) 19.03.2019 (56) Список документов, цитированных в отчете о поиске: US 5425875 A, 20.06.1995. SU 124248 А1, 01.01.1959. RU 105188 U1, 10.06.2011. (45) Опубликовано: 19.03.2019 Бюл. № 8 1 8 7 8 1 3 R U (54) ГРАБЕЛЬНАЯ РЕШЕТКА (57) Реферат: Полезная модель относится к оборудованию для водоочистки, в частности к грабельным решеткам, применяемым при очистке ...

РЕШЕТКА ТОНКОЙ ОЧИСТКИ С ПЕРФОРИРОВАННЫМ ЭКРАНОМ "ЭРПЭ"

Устройство относится к механическим решеткам для тонкой очистки сточных вод, состоящей из рамы, приводного вала фильтрующего экрана с электроприводом, щетки очистки фильтрующего экрана с электроприводом, узла промывки фильтрующего экрана, катковых цепей с направляющими, фильтрующего экрана, перфорированных панелей фильтрующего экрана ступенчатой формы с возможностью поворота в положение параллельно потоку на наклонной поверхности экрана со стороны, противоположной набегающему потоку, ниже щетки и узла промывки. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 205 317 U1 ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ИЗВЕЩЕНИЯ К ПАТЕНТУ НА ПОЛЕЗНУЮ МОДЕЛЬ QB9K Государственная регистрация предоставления права использования по договору Вид договора: лицензионный Лицо(а), которому(ым) предоставлено право использования: Общество с ограниченной ответственностью Торгово-производственное предприятие «ЭКОПОЛИМЕР» (RU) Дата и номер государственной регистрации предоставления права использования по договору: 04.02.2022 РД0387413 Дата внесения записи в Государственный реестр: 04.02.2022 Дата публикации и номер бюллетеня: 04.02.2022 Бюл. №4 2 0 5 3 1 7 Условия договора: неисключительная лицензия на срок действия патента на территории РФ. R U Лицо(а), предоставляющее(ие) право использования: Мешенгиссер Юрий Михайлович (RU) R U 2 0 5 3 1 7 U 1 U 1 Стр.: 1

DEBRIS FLOW DRAINAGE CANAL BASED ON CASCADE ANTISCOUR NOTCHED SILL GROUP AND APPLICATION THEREOF

A system of debris-flow drainage canal with cascaded sills is provided, which allows a high-efficient and low-cost realization of debris flow drainage and scour prevention. The canal contains two converging walls and a series of scour prevention sills, which are laid between the two converging walls. The sills are embedded to a certain depth and are evenly spaced and symmetrical to the centre line of the canal to form a cascaded structure for scour prevention. The drainage canal's width is 2 times wider than the sill's horizontal length along the cross-section. Compared with the prior art, this system can drain off a wide variety of flows from debris flow to flood and prevent debris-flow siltation even on a gentle slope. This system has a much higher stability and longer life of service. Moreover, this system can maintain the aquatic habitat in gullies and contribute to ecological restoration. 1. A debris flow drainage canal based on scour-prevention cascaded sills comprises:two flow-converging walls; anda plurality of sills with a predetermined embedded depth, the plurality of sills being disposed between and connected to the walls,wherein the sills are evenly spaced and symmetrical with respect to the centre line of the canal, and the width D of canal is at least 2 times wider than the length B of the sills, meeting the requirement of D>2 B.2. The debris flow drainage canal according to claim 1 , wherein the horizontal length B of the sills along the vertical direction of the walls is 1/10˜½ of the drainage canal's width D claim 1 , meeting the requirement of 1/10 D≦B<½ D.3. The debris flow drainage canal according to claim 1 , wherein an angle is formed between the walls and one end of the sills connected to the walls claim 1 , and the other end of the sills inclines to a downstream direction.43. The debris flow drainage canal according to any one of - claims 1 , wherein along the vertical direction of the walls claims 1 , the sills presents lower at the center ...

CANAL WATER REFILL SYSTEM

A system for recirculating lock water includes a sealable storage area located near a lock for receiving water from the lock. The storage area is large enough to house the lock water with excess space between a maximum water level and the ceiling. The system also includes at least one compressor connected to the storage area to create a vacuum to withdraw the water from the lock into the storage area. 1. A system for recirculating lock water , the system comprising:a sealable storage area located near a lock for receiving water of said lock, wherein said storage area is large enough to house said lock water with excess space between a maximum water level and the ceiling; andat least one compressor connected to said storage area to create a vacuum to withdraw said water from said lock into said storage area.2. The system according to and also comprising:valves to seal said storage area and to allow the flow of said water from said lock to said storage area and from said storage area to said lock;a sensor to monitor said water level; anda processor to control said at least one compressor and said valves according to amount and timing of said water required.3. The system according to and wherein base of said storage area is positioned above or level with said lock.4. The system according to and wherein said at least one compressor is a jet engine.5. A method for recirculating lock water claim 1 , the system comprising:withdrawing at least a portion of said lock water from a lock into a sealable storage area located near said lock via a vacuum, wherein said storage area is large enough to house said lock water with excess space between a maximum water level and the ceiling;storing said water in said storage area; andreleasing said water from said storage area into said lock.6. The method according to wherein said withdrawing comprises compressing air using at least one compressor.7. The method according to wherein said withdrawing comprises monitoring said water level ...

HYDRO-ELECTRIC POWER PLANT COMPRISING A GRATING ASSEMBLY FOR TAKING WATER INTO THE TURBINE, WHICH IS DESIGNED TO DISCHARGE FLOATING DEBRIS STOPPED BY THE GRATING

A power plant which operationally combines a downstream turbine unit () and an upstream grating assembly (), includes a grating (), a supporting structure (), and an element () for associating the grating (), which has a structure that enables movement of at least the upper portion of the grating () between an upright position for the debris-stopping function and a folded-down position for discharging the floating debris stopped by the grating (). 218716189716184297. Hydro-electric power plant () according to claim 1 , wherein the grating assembly () and the turbine unit () are either: arranged near one another claim 1 , in particular adjacent to one another claim 1 , and structurally associated with each other to form a structural unit claim 1 , the grating () association means () then being associated with the supporting structure () of the turbine unit (); or structurally dissociated from one another claim 1 , the grating () association means () then being associated with the structure () of the civil waterworks () or with the supporting structure () of the turbine unit ().312181475. Hydro-electric power plant () according to claim 1 , wherein the lower transverse edge () of the grating assembly () and the lower transverse edge () of the turbine unit () are close to each other claim 1 , in particular are adjacent claim 1 , and in particular are close to claim 1 , or adjacent to claim 1 , the bottom slab ().4116181620. Hydro-electric power plant () according to claim 1 , wherein the grating () association means () have a structure claim 1 , in particular of the type comprising a shaft mounted in a bearing claim 1 , suitable to allow at least the upper portion of the grating () to pivot about a transverse axis ().5116161816205. Hydro-electric power plant () according to claim 1 , wherein the grating () form a solid unit claim 1 , moved as a unit and placed as a unit in one of the two positions claim 1 , upright or folded down claim 1 , and wherein the grating () ...

STREAM DEBRIS RESTRAINING STRUCTURE

A structure for restraining debris in a stream, including lateral walls, which delimit between them a flow section in a bed of the stream. This flow section includes an upper portion that includes set between the lateral walls, a structure for retaining material arriving from upstream, and a lower portion that identifies an opening for outflow. 1. A structure for restraining debris in a stream , comprising lateral walls , which delimit between them a flow section comprised in a bed of said stream , wherein said flow section includes an upper portion comprising , set between said lateral walls , a structure for retaining material arriving from upstream and a lower portion defining an opening for outflow.2. The structure according to claim 1 , wherein said retaining structure comprises a reticular structure.3. The structure according to claim 1 , wherein said lateral walls delimit said flow section extending it to the entire width of the stream bed.4. The structure according to claim 1 , wherein said lateral walls extend in the stream bed and delimit said flow section limiting it to a partial width of said bed.5. The structure according to claim 1 , wherein said flow section is delimited at the bottom by a slab.6. The structure according to claim 2 , wherein said reticular structure comprises a metal wire net.7. The structure according to claim 2 , wherein said reticular structure comprises elastic rings.8. The structure according to claim 2 , wherein said reticular structure comprises a net of ropes.9. The structure according to claim 1 , wherein said slab and/or flow section are made of concrete or steel-cladded concrete or with bound rocks or boulders.10. The structure according to claim 1 , wherein said flow section has claim 1 , in the upper portion claim 1 , said retaining structure claim 1 , in particular said reticular structure claim 1 , up to a height claim 1 , with respect to the stream bed or to the slab claim 1 , that is a function of a given maximum ...

Cable Screen For Fish Protection Purposes

An apparatus for holding back, and diverting, fish in bodies of water by the arrangement of parallel cables (S) braced between two or more abutments (W), wherein the distance between the cables is small enough to prevent fish from swimming through the apparatus. 1. Apparatus for holding back and diverting fish in bodies of water , the apparatus comprising cables (S) which are during normal operation braced essentially parallel below the surface of a body of water between two or more abutments (W) , the spacing between the cables being so small that fish are prevented from swimming through the apparatus.2. Apparatus according to claim 1 , wherein the cables (S) are spaced vertically from one another during normal operation.3. Apparatus according to claim 1 , wherein the two or more abutments (W) are spaced horizontally from one another during normal operation.4. Apparatus according to claim 3 , wherein the two or more abutments (W) are not supported by one another.5. Apparatus according to claim 3 , wherein the two or more abutments (W) are spaced horizontally by more than five metres.6. Apparatus according to claim 1 , further comprising a tension device for repeatedly stretching tight and relaxing the cables (S) at at least one of the two or more abutments (W).7. Apparatus according to claim 1 , further comprising a vibration device for making the cables (S) to vibrate.8. Apparatus according to claim 1 , further comprising linear light elements (LL) integrated into individual cables (S).9. Apparatus according to claim 1 , wherein the abutments (W) are firmly anchored in a substratum of the body of water claim 1 , on a bank of the body of water or on a solid structure.10. Apparatus according to claim 1 , which is arranged in front of an inlet of a hydroelectric installation.11. Use of an apparatus according to in a body of water for holding back fish.12. Method for holding back fish in a body of water claim 1 , comprising bracing cables (S) essentially parallel ...

TWO-WIRE CONTROLLING AND MONITORING SYSTEM FOR IN PARTICULAR IRRIGATION OF LOCALIZED AREAS OF SOIL

The present invention relates to a method for providing watering or non-watering of a specific area of soil through a first plurality of irrigation valves (). Specific irrigation parameters are measured at the specific area of soil through a second plurality of field sensors (). A controller unit () is interconnected to a third plurality of control units (). Each control unit is connected to a specific irrigation valve and/or a specific field sensor. A type declaration providing communication under a second communication protocol is transmitted from the controller unit to the third plurality of control units using a first communications protocol. A second set of instructions are transmitted from the controller unit to the third plurality of control units using a second communications protocol. A first set of instructions are transmitted from the controller unit to the third plurality of control units using the first communications protocol. 18-. (canceled)9. A method for controlling and monitoring irrigation of localized areas of soil , the method comprising the steps of:providing a water pipeline configured for providing water to said localized areas of soil;providing a plurality of controllable irrigation valves, each positioned at a specific area of said localized areas of soil, each of the controllable irrigation valves being connected to said water pipeline and configured for providing watering or non-watering of said specific area of said localized areas of soil and each having a pair of valve control inputs; defining in said line decoder an inrush DC voltage level signal for forcing said core into said second position;', 'defining in said line decoder a hold DC voltage level signal for retaining said core in said second position;', 'determining by means of said line decoder, said first position or said second position of said core;, 'providing a plurality of localized irrigation control units, each of the localized irrigation control units comprising a line ...

AQUATIC CURTAIN DEVICE AND USES THEREOF

Aquatic curtain devices and methods for forming waterway channels and reducing waterway maintenance are disclosed. Each curtain device comprises an elongated float and an elongated flexible curtain depending from a first side of the elongated float. The curtain has a bottom end with a weight extending along the entire length of the elongated float. The float is configured to be sufficiently buoyant to support the curtain in an upward direction. Each curtain device is configured for the curtain to remain in a substantially taut state when in use and accommodate fluctuations in water levels, such that the elongated weight remains on the bottom of the waterway while the elongated float remains on the surface. Artificial channels are constructed by selecting the length of the elongated float to achieve the desired channel dimensions using two or more curtain devices positioned along a desired path in a waterway. 1. A device for forming a channel in a waterway to prevent the buildup of silt on a bottom of the waterway , the device comprising:a. an elongated cylindrical float having a length and a first side;b. an elongated flexible curtain depending from the first side of the elongated cylindrical float and extending along the entire length thereof, the elongated curtain having a bottom end opposite where the elongated curtain depends from the elongated cylindrical float;c. an elongated weight formed on the bottom end of the elongated flexible curtain, the elongated weight extending along the entire length of the elongated cylindrical float,wherein the elongated weight is sufficiently heavy to anchor the device to a selected position at the bottom of the waterway and the elongated cylindrical float is configured to remain at the surface and maintain the elongated flexible curtain substantially taut and at a height approximately equal to the depth of the waterway, as water levels fluctuate.2. The device according to claim 1 , wherein the elongated cylindrical float has a ...

Waterproof guardrail with garbage collection function

The present disclosure provides a waterproof guardrail with garbage collection function including a fixing device and a waterproof device. The waterproof device is movably inserted inside the fixing device. A buckle device fixing the waterproof device is disposed on a top portion of the fixing device. The waterproof device includes a movable plate, a connecting plate, a pontoon, a collecting plate, connecting rods, and a collecting net.

CONTROL STATION, SLAVE STATION, CONTROL METHOD OF CONTROL STATION, AND CONTROL METHOD OF SLAVE STATION

A control station, a slave station, a control method of the control station, and a control method of the slave station capable of securing an evacuation time and controlling a gate to be closed are provided. A control station of an embodiment is a control station in a gate control system for controlling operations of gates. The gate control system including the control station and slave stations. The control station including: an information acquisitor and a control information transmitter. The information acquisitor acquires emergency information via satellite communication. The control information transmitter simultaneously transmits gate control information for controlling the gates to the slave stations via the satellite communication on the basis of the emergency information. 1. A control station in a gate control system for controlling operations of gates , the gate control system comprising slave stations , the control station comprising:an information acquisitor configured to acquire emergency information via satellite communication; anda control information transmitter configured to simultaneously transmit gate control information for controlling the gates to the slave stations via the satellite communication on the basis of the emergency information.2. The control station according to claim 1 ,wherein the control information transmitter is configured to simultaneously transmit, to the slave stations via the satellite communication, activation information for activating notification facilities in the gate control system for allowing the notification facilities to provide a notification of closing the gates, on the basis of the emergency information, andwherein the control information transmitter is configured to transmit the gate control information when a time has elapsed from the transmission of the activation information.3. The control station according to claim 1 , further comprising:an operation response signal receiver configured to receive response ...

STREAM DEBRIS RESTRAINING STRUCTURE

A structure for restraining debris in a stream, including lateral walls, which delimit between them a flow section in a bed of the stream. This flow section includes an upper portion that includes set between the lateral walls, a structure for retaining material arriving from upstream, and a lower portion that identifies an opening for outflow. 1. A structure for restraining debris in a stream , the structure comprising:lateral walls which define wings extending from banks of the stream inwards and delimiting between them a flow section comprised in a bed of said stream, wherein said flow section includes an upper portion comprising a retaining structure, set between said lateral walls, for retaining material arriving from upstream and a lower portion defining a horizontal slit for outflow, the horizontal slit extending from a first one of the lateral walls to a second one of the lateral walls.2. The structure according to claim 1 , wherein said retaining structure comprises a reticular structure.3. The structure according to claim 1 , wherein said lateral walls delimit said flow section extending the flow section to an entire width of the bed of the stream.4. The structure according to claim 1 , wherein said lateral walls extend in the bed of the stream and delimit said flow section limiting the flow section to a partial width of said bed.5. The structure according to claim 1 , wherein said flow section is delimited at a bottom thereof by a slab.6. The structure according to claim 2 , wherein said reticular structure comprises a metal wire net.7. The structure according to claim 2 , wherein said reticular structure comprises elastic rings.8. The structure according to claim 2 , wherein said reticular structure comprises a net of ropes.9. The structure according to claim 5 , wherein said slab and/or flow section are made of concrete or steel-cladded concrete or with bound rocks or boulders.10. The structure according to claim 1 , wherein said retaining structure is ...

Anti-blocking device for a field channel

The invention discloses an anti-blocking device for a field channel, a fixed plate which is symmetrical back and forth, and comprises a front and back symmetry fixing plate, the lower end of the fixing plate can be fixed to the two sides of the canal channel of the canal, a transmission box is fixedly connected between the fixed plates on the two sides, a transmission device is arranged in the transmission box, and a cleaning device is arranged on the lower side of the transmission case, the device is simple in structure, a plurality of devices can be arranged on the canal channel, the cleaning efficiency is improved, the device can automatically clean the channel in the canal channel, avoid blockage of the channel after a long time, can collect sundries, and does not need manual cleaning, and the collected sundries are taken out by only human timing. 1. A field channel anti-blocking device , which comprises a front and rear symmetrical fixing plate;the lower end of the fixing plate can be fixed on two sides of the water channel, and a transmission box is fixedly connected between the fixing plates on the two sides, and the transmission box is provided with a transmission device, and a cleaning device is arranged on the lower side of the transmission box,and the cleaning device can be lowered into the water channel and clean the debris in the water channel, and the lower end of the transmission device is screwed to the cleaning device The driving device can be driven to raise and lower the cleaning device;the fixing plate is provided with a receiving device, and the cleaning device can collect the sundries in the channel, and the garbage can be collected by the receiving device, people only need to regularly clean out the debris in the storage device, the operation is simple, the cleaning efficiency is fast, and the labor time is saved.2. A field channel anti-clogging device according to claim 1 , wherein said transmission means comprises a transmission chamber ...

PREFABRICATED DRAIN STRUCTURE

Disclosed is a drainage canal structure, and in particular is a prefabrication type drainage canal structure which makes it possible to prevent a transformation and disengagement of a drainage canal in such a way that a plurality of drainage canal bodies each equipped with a waveform reinforcing unit are assembled in series, and a protection net is arranged over the drainage canal bodies which are buried underground, and a side reinforcing unit is installed into the ground so that a bottom foundation can be expanded, and the drainage canal bodies can be fixed in place on the ground. Trees, gravels, etc. can be prevented from penetrating into the drainage canal bodies thanks to the protection net. The drainage canal structure with an increased self-weight can be provided, which can keep it in place. Work and construction time can be saved because the drainage canal structure can be manufactured on the spot. 110010. A prefabrication type drainage canal structure (′) which is installed at a drainage canal (′) provided on the ground of a cutting area , comprising:{'b': 200', '10', '210, 'i': 'a', 'a drainage canal body (′) which is installed in the interior of the drainage canal (′) and is formed of a plurality of wrinkled units (′) protruding from its outer surface and arranged at regular intervals;'}{'b': 300', '200', '310', '200', '300', '320, 'i': a', 'a', 'a, 'a cover unit () which covers the top of the drainage canal body (′), an upside down channel shaped angle unit (′) being formed at both sides for engaging both ends of the top of the drainage canal body (′), the cover unit () being formed of a plurality of connection plates (′) which are arranged at regular intervals in the longitudinal direction of the sides of the angle unit for connecting the angle units of both sides; and'}{'b': 410', '10', '200', '420', '410', '50', '310', '300, 'i': a', 'a', 'a, 'a wire anchor which is formed of an anchor pin (′) fixed underground of the bottom of the drainage canal (′) ...

INTEGRATED FISH DIVERSION SYSTEM, AND LIGHTING DEVICE USED THEREIN

Described are various embodiments of an integrated fish diversion system, and lighting device used therein. One embodiment provides a system for diverting approaching fish from a predominant water flow path and toward a bypass. The system comprises a structural diversion assembly to be disposed across the predominant water flow path to guide the approaching fish along the structural diversion assembly to the bypass, while allowing passage of water through the structural diversion assembly along the predominant water flow path. The system further comprises one or more lighting devices to be cooperatively disposed in relation to the structural diversion assembly to further guide the approaching fish toward the bypass; and a controller operatively coupleable to the one or more lighting devices and operable to select an output spectrum thereof to optimize fish guidance thereby. 1. A system for diverting approaching fish from a predominant water flow path and toward a bypass , the system comprising:a structural diversion assembly to be disposed across the predominant water flow path to guide the approaching fish along said structural diversion assembly to the bypass, while allowing passage of water through said structural diversion assembly along the predominant water flow path;one or more lighting devices to be cooperatively disposed in relation to said structural diversion assembly to further guide the approaching fish toward the bypass; anda controller operatively coupleable to said one or more lighting devices and operable to select an output spectrum thereof to optimize fish guidance thereby.2. The system of claim 1 , wherein said structural diversion assembly comprises an array of slats claim 1 , said array to be disposed at an angle to the predominant water flow path such that said slats claim 1 , once so disposed claim 1 , incites a behavioral response in the approaching fish which guides them along said array to the bypass.3. The system of claim 2 , wherein said ...

Method and device for the laying down of a geomembrane

A method and a device for laying down and sealingly anchoring a waterproofing liner of a synthetic material, on a surface of a hydraulic work. The liner is fastened by a plurality of tensioning and anchoring assemblies, each including a lower and upper metal section bars configured with a raised part having side flat surfaces for sealingly clamping the liner, wherein the lower section bar has more anchoring holes at a plurality of axially spaced apart anchoring zones; the surface of the hydraulic work is previously marked by reference marks underlining the presence of possible obstacles such as reinforcement rods near the anchoring holes of the anchoring zones of the lower section bar; therefore the lower section bar is positioned by aligning the anchoring holes to the reference marks, anchoring the section bar to the hydraulic work by anchoring devices) at least one hole of the anchoring zones wherein there is no obstacle to the insertion of the anchoring devices in the hydraulic work. The waterproofing liner is laid down on the surface of the hydraulic work, and is sealingly anchored it between the lower section bars and the upper section bars of the tensioning assemblies. 1. A method for laying down and tensioning a waterproofing liner on a surface of a hydraulic work , such as , for example , a canal , a dam , a water basin , or a hydraulic tunnel , wherein the waterproofing liner is fastened , tensioned and made to sealingly adhere to the surface of the hydraulic work by sealingly clamping the waterproofing liner by a plurality of locking assemblies , wherein each locking assembly includes a lower metal section bar anchored to the surface of the hydraulic work , and an upper metal section bar that conforms to the lower section bar; and wherein the waterproofing liner is sealingly clamped between the lower section bar and the upper section bar; wherein said method includes the steps ofa) configuring each lower section bar, or an additional elongated anchoring ...

PORTABLE FLEXIBLE SEALING DEVICE FOR GRATED OPENINGS

A lightweight watertight cover that is easily installed and positively secured in place, which provides a reliable seal to prevent flood water from entering openings such as subway ventilation shaft gratings and other porous openings that serve as entry point for flood water. 1. A portable flexible cover device with a perimeter seal that is sized and shaped to attach to a grating of a grated opening and seal the grated opening from entry of water and other contaminants into at least one selected from the group consisting of buildings , underground architecture and systems; additionally comprising anchors to attach the portable flexible cover device to the grating.2. The device of claim 1 , wherein the portable flexible cover device comprises a series of rigid plates encapsulated in a coated fabric or membrane such that the assembly portable flexible cove device can conform to irregular surfaces when applied.3. The device of claim 2 , wherein the rigid plates do not encompass all of the area of the portable flexible cover device.4. The device of claim 1 , wherein a series of fasteners are provided to attach the anchors to the grating.5. The device in claim 4 , wherein a lever and fulcrum based mechanical advantage feature is provided in conjunction with fasteners to apply compression to the perimeter seal.6. The device in claim 1 , wherein fasteners are provided to attach the anchors of the portable flexible cover device to the grating such that the portable flexible cover device will remain in place when exposed to high winds claim 1 , rushing water and debris impact.7. The device in claim 1 , in combination with at least one selected from the group consisting of flat gratings and gratings that are non-flat gratings.8. The device of claim 5 , wherein the perimeter seal conforms to topographical irregularities around grated openings.9. The device of claim 8 , wherein the perimeter seal is comprised of at least one selected from the group consisting of single or ...

Water Control Apparatus

The invention relates to improved water control gates and related inflatable actuators, and associated sealing, manufacture and operation apparatus and methods. Advancements in technologies related to air fitting design, inflated bladder stress relief, inflatable bladder strength enhancement, water gate related slide friction mitigation, abutment and other impounded water seals, gate panel fabrication, traffic accommodating water impoundment structures, and water gate panel system operation efficiency, as well as nappe aeration, hinges, and bladder manufacture technology are disclosed herein.

AUTOMATICALLY RETRACTABLE SCREENS FOR STORM DRAIN CURB INLETS

Embodiments of the invention provide automatically retractable screens, adapted for installation into a storm drain curb inlet, configured such that the automatically retractable screens are biased toward the closed position and thereby reliably closed during periods of no, low, or moderate surface runoff water flows, yet also reliably open when surface runoff water flow rates increase to moderate or high levels. 1. An automatically retractable screen (ARS) , for a storm drain curb inlet , comprising a first mounting bracket assembly , a second mounting bracket assembly , a front screen assembly , an actuator assembly , and a first control arm , wherein:the front screen assembly: i. comprises a front screen having a substantially rectangular shape, a first front screen pivot, and a second front screen pivot, and ii. is swingably mounted between the first and second mounting bracket assemblies by the first and second front screen pivots;the actuator assembly: i. comprises a first actuator side plate, a second actuator side plate, an actuator bottom plate, an actuator back plate, a first actuator pivot, and a second actuator pivot, and ii. is swingably mounted between a first lateral side of the front screen and a second lateral side of the front screen by the first and second actuator pivots;the first control arm: i. comprises a substantially rectangular shape, a first control arm channel, and a first control arm pivot, and ii. is rotatably mounted on the first mounting bracket assembly by the first control arm pivot;a first control arm guide post is mounted on the first lateral side of the front screen;a first control arm lift post is mounted on the first actuator side plate;the first control arm channel comprises a first closed lock channel connected to a first main channel and is configured to slideably receive the first control arm guide post;the ARS is configured to assume a closed lock position in which: i. the actuator back plate is substantially parallel to ...

Method, system, and apparatus for flood control

A dynamic fluid flow control structure is provided that allows precise control over fluid flow using a series of two or more orifices, at least one of which may be reconfigured to change its flow characteristics. A flood control system and a flood control process are provided that emulate a preset discharge profile over time. Some versions of the structure, process, and system can be used to provide controlled storm discharge patterns in a developed area that emulate the natural pre-development discharge patterns.

HYBRID INTAKE SCREEN ASSEMBLY

An intake screen assembly including an intake member, a screen support member, and a screen member coupled to the screen support member. The screen member may be formed from a material, such as copper-nickel, that is different from a material, such as stainless steel, used to form the intake member and/or the screen support member. The intake screen assembly may include corrosion protection members for preventing contact between the components of the screen assembly that are formed from dissimilar materials. The assembly may be formed by coupling the screen support member to the intake member, and coupling the screen member to the screen support member. 1. An intake screen assembly , comprising:an intake member;a screen support member coupled to the intake member; anda screen member coupled to the screen support member, wherein the screen support member and the screen member are formed from different materials.2. The assembly of claim 1 , wherein the screen support member is formed from stainless steel claim 1 , and wherein the screen member is formed from copper-nickel.3. The assembly of claim 1 , further comprising a closure member coupled to a distal end of the screen support member.4. The assembly of claim 1 , further comprising a corrosion protection member disposed between the screen support member and the screen member.5. The assembly of claim 1 , wherein the screen member comprises a plurality of screen panels that are coupled together to form a sleeve that is interference fit around the screen support member.6. The assembly of claim 1 , wherein the screen member is in the form of a sleeve that slides over the screen support member.7. The assembly of claim 1 , wherein the intake member is in the form of a flanged tee-section claim 1 , and wherein the screen support member is in the form of a cage structure.8. The assembly of claim 1 , wherein the screen support member comprises a plurality of circumferential supports and one or more helical or straight bar ...

METHOD FOR LOWERING GLOBAL TEMPERATURE

The invention discloses a method for reducing the global temperature, comprising a barge, a belt conveyor and a water pump, characterized in that the following steps are taken: a) transporting a number of empty barges to a region covered with ice floes in the north and south poles, and then using belt conveyor to load the accumulated ice floes into the empty barge; b) drives the barge loaded with ice to the nearest desert country; c) builds more than one reservoir on the desert coast, and a number of artificial canals were built in the sluice of the reservoir; these canals run through the desert to form a hydraulic transport network; d) drain the melted ice water to the reservoir on the coast by gravity or a pump, and open the sluice; ice water flows into the canal, and trees or grass are planted on both banks of the canal. 1. A method for lowering global temperature , comprising barges , belt conveyors , and water pumps , wherein the following steps:a) a plurality of empty-loaded barges are shipped to the Arctic and Antarctic regions where ice floes are full of, said empty-loaded barges are loaded with the collected ice floes by belt conveyors;b) the barges full-loaded of ice will sail to the nearest the desert country/areaC) on the seashores of said desert country/area, more than one reservoir is built with at least one sluice devised at its outlets, to which, a plurality artificial canals are built as a waterborne network to criss-cross the desert;d) the melted ice water, by its own gravity or water pump, is discharged to said reservoir on the seashore, and the sluice are simultaneously unlocked for the ice water flowing into the both embankments of canals for growing seedlings or grass.2. The method of claim 1 , wherein claim 1 , said barge has the minimum load of 100 claim 1 ,000 Mt.3. The method of claim 1 , wherein claim 1 , the annual amount of ice floes to be shipped by the barges are not less than 100 billion Mt.4. The method of claim 1 , wherein claim 1 , ...

Arrangement and method for separating out and removing screenings from wastewater

An apparatus for separating out and removing screenings from wastewater includes a screening device having a screen surface through which the wastewater flows during operation of the screening device and screenings carried along in the wastewater are at least intermittently retained. The apparatus includes a sensor and a controller. The sensor monitors the screenings in the area upstream from the screen surface and/or in the area of the screen surface. The controller outputs a message when the screenings have one or several properties which have been defined and have been recognized by the sensor. In addition, a method for operating the apparatus and a system including the apparatus are provided.

Hybrid intake screen assembly

An intake screen assembly including an intake member, a screen support member, and a screen member coupled to the screen support member. The screen member may be formed from a material, such as copper-nickel, that is different from a material, such as stainless steel, used to form the intake member and/or the screen support member. The intake screen assembly may include corrosion protection members for preventing contact between the components of the screen assembly that are formed from dissimilar materials. The assembly may be formed by coupling the screen support member to the intake member, and coupling the screen member to the screen support member.

APPARATUS AND SYSTEM FOR IRRIGATION WATER

An apparatus for directing apportion of a flow of water in an irrigated field having a pre-formed irrigation wheel track comprising a first trough capable of receiving a wheel of a mobile irrigation system, the first trough having an elevation. Further provided is an irrigation track system for directing a water flow having a pre-formed irrigation track comprised of (1) a first trough having an elevation and the first trough capable of receiving a wheel of a mobile irrigation system, (2) an irrigation reservoir having an elevation and (3) an irrigation canal having an elevation and connecting the first trough and the irrigation reservoir, the elevation of the first trough is higher than the elevation of the first irrigation reservoir and the elevation of the irrigation canal is higher than the elevation of the irrigation reservoir. 1. An apparatus for directing apportion of a flow of water in an irrigated field , said apparatus comprising: a pre-formed irrigation wheel track comprising a first trough capable of receiving a wheel of a mobile irrigation system , said first trough having an elevation and said trough comprising a bottom portion in contact with two opposing walls , and said wheel of the mobile irrigation system being in contact with the bottom portion of said trough.2. The apparatus of further comprising a first irrigation canal attached to the first trough to accommodate the flow of water from the first trough claim 1 , said first irrigation canal having an elevation and said irrigation canal elevation lower in elevation than the first trough elevation.3. The apparatus of further comprising an irrigation reservoir attached to the first irrigation canal claim 2 , said irrigation reservoir capable of receiving water from the first irrigation canal claim 2 , said irrigation reservoir having an elevation and said irrigation reservoir lower in elevation than said first irrigation canal.4. The apparatus of further comprising a second irrigation canal attached ...

TWO-WIRE CONTROLLING AND MONITORING SYSTEM FOR IN PARTICULAR IRRIGATION OF LOCALIZED AREAS OF SOIL

The present invention relates to a method for providing watering or non-watering of a specific area of soil through a first plurality of irrigation valves (). Specific irrigation parameters are measured at the specific area of soil through a second plurality of field sensors (). A controller unit () is interconnected to a third plurality of control units (). Each control unit is connected to a specific irrigation valve and/or a specific field sensor. A type declaration providing communication under a second communication protocol is transmitted from the controller unit to the third plurality of control units using a first communications protocol. A second set of instructions are transmitted from the controller unit to the third plurality of control units using a second communications protocol. A first set of instructions are transmitted from the controller unit to the third plurality of control units using the first communications protocol. 1. A method for controlling and monitoring irrigation of localized areas of soil , the method comprising the steps of:providing water to said localized areas of soil through a water pipeline;controlling discharge or supply of water from said water pipeline, thereby providing watering or non-watering of a specific area of said localized areas of soil through a plurality of controllable irrigation valves, each of said plurality of controllable irrigation valves being positioned at said specific area of said localized areas of soil, and each of said plurality of controllable irrigation valves having a pair of valve control inputs;measuring specific irrigation parameters through a plurality of field sensors positioned at said specific areas of said localized areas of soil, and each of said plurality of field sensors having a pair of sensor outputs;transmitting control signals to said plurality of controllable irrigation valves and said plurality of field sensors though a plurality of localized irrigation control units, each ...

CEMENTITIOUS COMPOSITE CONSTITUENT RELATIONSHIPS

A cementitious composite includes a cementitious mixture of cementitious materials and non-cementitious materials. Prior to the in-situ hydration, V=M/ρ·(1+F)+Σ(M/ρ) where Vis the bulk volume of the cementitious mixture per unit area of the cementitious composite, Mis a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite, ρis a density of the cementitious materials of the cementitious mixture, Mis a mass of each constituent type of the non-cementitious materials of the cementitious mixture per unit area of the cementitious composite, ρis a density of each constituent type of the non-cementitious materials of the cementitious mixture, and Fis a ratio of the volume of the voids within the cementitious mixture relative to the volume of the cementitious materials of the cementitious mixture per unit area of the cementitious composite. Fis between 0.64 and 1.35. 2. The cementitious composite of claim 1 , wherein the first layer is a sealing layer positioned to seal a first side of the cementitious composite such that the cementitious mixture and water does not migrate through the first side.3. The cementitious composite of claim 2 , wherein the second layer is a containment layer positioned at an opposing second side of the cementitious composite to at least partially contain the cementitious mixture within the cementitious composite.4. The cementitious composite of claim 3 , wherein the containment layer is water permeable and thereby configured to facilitate the in-situ hydration of the cementitious mixture.5. The cementitious composite of claim 1 , further comprising a structure layer disposed between the first layer and the second layer claim 1 , wherein the cementitious mixture is disposed within the structure layer.6. The cementitious composite of claim 1 , wherein Fis greater than 1.7. The cementitious composite of claim 1 , wherein Fis less than 1.8. The cementitious composite of claim 1 , wherein Fis between ...

Passive Underground Flood Protection

This disclosure is generally drawn to methods, systems, devices and/or apparatus related to reducing and/or restricting water from entering underground transportation systems. Specifically, the disclosed methods, systems, devices and/or apparatus relate to reducing and/or restricting water from entering underground transportation systems via vents based on the weight of the water, while not restricting ventilation airflow when water is not present. Some example systems for restricting water flow in a surface vent may include a frame configured to receive water, a door pivotally coupled to the frame (where the door may pivot between a first position and a second position), and a reservoir pivotally coupled to the door. The reservoir may collect the received water and may cause the door to pivot between the first position and the second position based on a weight of the collected water. 1. A system for restricting water flow in a surface vent , the system comprising:a frame configured to receive water;a door pivotally coupled to the frame, the door configured to pivot between a first position and a second position;a reservoir pivotally coupled to the door, the reservoir configured to collect at least a portion of the received water and further configured to cause the door to pivot between the first position and the second position based on a weight of the collected water.2. The system of claim 1 ,wherein the first position allows the received water to exit the frame without restriction, allows air from below the frame to exit to a surface, and allows air from above the surface to enter the frame; andwherein the second position at least partially restricts the received water from exiting the frame, at least partially restricts the air from below the frame from exiting to the surface, and at least partially restricts the air from above the surface from entering the frame.3. The system of claim 1 ,wherein the first position comprises a vertical orientation; andwherein ...

Mitred grate and drain cover

A drain cover comprises a grate having an upper surface, a lower surface and a peripheral edge defining a space having an axis substantially normal to the peripheral edge and at least one cross piece extending within the space at substantially right angles to the axis of the space. A skirt depends downwardly from near the peripheral edge of the grate on the lower surface along at least a part of the peripheral edge. Securing means are provided for securing the grate.

WATER DIVERSION SYSTEM, METHOD AND APPARATUS

A water diversion system for a job site in a streambed comprises a cofferdam in the streambed upstream of the job site, at least one, preferably two sections of substantially rigid pipe embedded in the cofferdam, a valve or plug in each pipe section to open or close water flow through the pipe, and at least one, preferably two flexible tubes connected to the downstream ends of the pipe sections, respectively. The flexible tubes are configured to lie on the natural streambed and traverse the job site, substantially without grading or otherwise disturbing the natural streambed. An optional positioning and pull straps can be installed on the flexible tubes to assist with moving the tubes and securing the tube in place under water flows. Water diversion paths around and through the job site can alternated or changed by flipping the valves and/or moving the flexible tubes. 1. A water diversion system for a job site in a streambed comprising:a cofferdam in the streambed upstream of said job site having an upstream side and a downstream side;at least one section of substantially rigid pipe embedded in the cofferdam, the pipe section having an upstream end and a downstream end;at least one flexible tube having at least one end configured for connection to the downstream end of the at least one pipe section and configured to lie on the streambed and traverse the job site; andat least one valve or plug, engaged with the pipe section and configured to open or close flow within the pipe section;wherein when the valve is open water is diverted through the flexible tube around or through the job site on a first path, and wherein by closing the valve the flexible tube can be rerouted along the streambed and around or through the job site on a second path.2. The water diversion system of wherein the flexible tube comprises a layer of filter fabric on at least a portion of the outer surface of the flexible tube.3. The water diversion system of claim 1 , wherein the flexible tube is ...

ASYMMETRIC DEBRIS FLOW DRAINAGE TROUGH AND DESIGN METHOD AND APPLICATION THEREOF

An asymmetric debris-flow discharge channel is provided. The debris-flow discharge channel has a main drainage channel for discharging a debris flow and an auxiliary channel provided outside of the main drainage channel. The side walls of the auxiliary channel are integrated with the side walls of the main drainage channel or provided outside of the side walls of the main drainage channel. The debris-flow discharge channel also has a break section integrated into a side wall of the auxiliary channel. The top width of the break section is equal to the top width of the auxiliary channel A method for designing and building the asymmetric debris-flow discharge channel is also provided, which provides a lower initial cost, higher safety performance, and a lower maintenance cost at the operating stage. 110-. (canceled)11. An asymmetric debris-flow discharge channel comprising:a main drainage channel for discharging a debris flow according to a predetermined standard, wherein the main drainage channel comprises side walls;an auxiliary channel provided outside of the main drainage channel, wherein the auxiliary channel comprises side walls that are integrated with the side walls of the main drainage channel or provided outside of the side walls of the main drainage channel, wherein the auxiliary channel has a top width defined by the side walls of the auxiliary channel; anda break section integrated into a side wall of the auxiliary channel, wherein the break section has a top width,wherein the top width of the break section is equal to the top width of the auxiliary channel; andwherein the side walls of the auxiliary channel side wall and the break section are made of different building materials selected from a group consisting of masonry, gabions, and concrete.12. The asymmetric debris-flow discharge channel according to claim 11 , wherein the break section has a cross section that is rectangular.13. The asymmetric debris-flow discharge channel according to claim 11 , ...

Super Drainage System and Method for Flood Control

A super drainage system and a method for flood control comprise an open channel, a reinforced concrete conduit (RCC) inside the open channel. The RCC has a bottom slab supported on a riverbed, a bank-side wall for retaining bank soils, and a top slab elevated above a predetermined level. The RCC supports a road below the top of river banks for traffic traveling along the river banks during normal weather conditions. The traffic is either on the top slab or on the bottom slab. During extreme weather conditions, traffic is evacuated from the super drainage system and the entire space is available for water conveyance.

System for aeration and seperation of contaminants from flowing water

A system for aeration and separation of contaminant from flowing water ( 10 ) is disclose wherein a contaminated water travel through up and down flooring ( 6 ) and diverted its path frequently by the means of baffle ( 5 ) to aerate and increase travel distance in particular channel ( 1 ). The sink ( 2 ) between last baffle and partition wall ( 3 ) collect contaminant and sliding mesh( 4 ) above wall( 3 ) collect the plastic, metallic, paper and weed. Water plants ( 8 ) in H block baffle ( 5 ) groove with pebbles & soil( 9 ) removes toxic gases in flowing water( 7 )

TIDAL POWER GENERATING SYSTEM

The present invention relates to a tidal power generating system for blocking paths through which seawater passes at points where there is a difference between the ebb and flow of the tide, so as to create a strong water current and use the water current to generate electricity. 1. A tidal power generating system comprising:a plurality of buoyancy rooms which are installed in a direction perpendicular to tidal waves and spaced apart from one another at regular intervals such that tidal waves pass through spaces between the intervals;impellers which are installed to protrude in lateral directions of the buoyancy rooms so as to be rotated by the tidal waves passing through the spaces between the buoyancy rooms;impeller guide means elevating and lowering the impellers in the perpendicular direction according to high and low water levels;generators which generate electricity by using rotation forces of the impellers and connect with the impellers through power transfer means; andgenerator elevating means which elevate and lower the generators in the perpendicular direction according to high and low water levels.2. The tidal power generating system according to claim 1 , wherein the generator elevating means are buoyancy bodies elevated and lowered inside the buoyancy rooms by means of buoyancy claim 1 ,the generators are installed in the buoyancy rooms and are fixedly installed at the upper surface of the buoyancy body.3. The tidal power generating system according to claim 1 , wherein some of the spaces between the buoyancy rooms are used as a seaway.4. The tidal power generating system according to claim 1 , a standing structure constituting the buoyancy room is configured to be a concrete structure.5. The tidal power generating system according to claim 1 , wherein a bridge is installed on the upper surfaces of the buoyancy rooms such that the buoyancy rooms are used as a pier.6. The tidal power generating system according to claim 1 , wherein a standing structure ...

CONTROL GATES AND VALVES

The invention discloses an overshot control gate for use with trapezoidal irrigation channels. A gate has a rigid rectangular section adapted to, in use, be pivotally mounted to a base of a trapezoidal irrigation channel. A pair of triangular sections are pivotally mounted on opposite sides of the rigid rectangular section. Each of the triangular sections are divided into first and second triangular sections with a common apex at the base of the trapezoidal irrigation channel. Each of the first triangular sections are rigid and adapted to, in use, be pivotally mounted to opposite side walls of the trapezoidal irrigation channel. Each of the second triangular sections including the pivotal mounting on opposite sides of the rigid rectangular section are formed of a flexible material. Also disclosed is a pipe flow meter and a duckbill valve. 1. An overshot control gate for use with a trapezoidal irrigation channel , said gate having a rigid rectangular section adapted to , in use , be pivotally mounted to a base of said trapezoidal irrigation channel , a pair of triangular sections pivotally mounted on opposite sides of said rigid rectangular section , each of said triangular sections being divided into first and second triangular sections with a common apex at said base of said trapezoidal irrigation channel , each of said first triangular sections being rigid and adapted to , in use , be pivotally mounted to opposite side walls of said trapezoidal irrigation channel , and each of said second triangular sections including said pivotal mounting on said opposite sides of said rigid rectangular section and being formed of a flexible material.2. The overshot control gate of claim 1 , wherein a surface area of said second triangular sections is substantially smaller than a surface area of said first triangular sections.3. The overshot control gate of claim 1 , wherein claim 1 , in a fully open position of said overshot control gate claim 1 , said rigid rectangular section ...

Non-permanent whitewater water course

The invention relates to a white-water river, comprising a river bed capable of guiding a current of water between an upper inlet of the bed and a lower outlet of the bed, and including water-feeding means for injecting a stream of water at the upper inlet of the bed. The river bed is made up of a series of individual bed modules, adjacent to one another, and assembled via respective transverse contact surfaces. The individual bed modules are supported via a lower surface by a modular lattice bearing structure.

Water Monitoring and Control System and Method Thereof

Disclosed is a system and method usable for controlling multiple flows of water. The system may include a first sensor configured to sense a condition, a first drain tile, a first flow regulator configured to control a flow of water in the first drain tile, and a first transceiver configured to control the first flow regulator based on the sensed condition. 1. A system comprised of:a first sensor configured to sense a condition;a first drain tile;a first flow regulator configured to control a flow of water in the first drain tile; anda first transceiver configured to control the first flow regulator based on the sensed condition.2. The system of claim 1 , further comprising:a channel between the first flow regulator and the sensor.3. The system of claim 1 , further comprising:a second sensor configured to detect at least one of a flow of water leaving the first flow regulator and a nutrient in the flow of water leaving the first flow regulator.4. The system of claim 3 , further comprising:a second drain tile;a second flow regulator configured to control a flow of water in the second drain tile;a second transceiver configured to control the second flow regulator based on the sensed condition.a third sensor configured to detect at least one of a flow of water leaving the second flow regulator and a nutrient in the flow of water leaving the second flow regulator.5. The system of claim 4 , wherein the first and second transceivers are configured to control the first and second flow regulators based on the conditions sensed by the first claim 4 , second and third sensors.6. A method of controlling multiple flows of water comprising:monitoring a condition of a body of water;determining whether a preset condition is exceeded; andsending a signal to a transceiver to control a tile line water flow regulator if the preset condition is exceeded.7. The method of claim 6 , further comprising:quantifying a flow of water leaving the tile line water flow regulator.8. The method of ...

AUTOMATION OF WATER FLOW IN NETWORKS

Disclosed is a control system for a water network. The control system includes a plurality of remotely-located monitoring and or monitoring and automatic control stations each including an automation controller for local control and automation, and each in communication via a dual-ring communication topology for system or wide-area control. The dual-ring facilitates redundant peer-to-peer data exchange to provide upstream and downstream water flow and water quality information. Systems described herein may calculate flow differential based on water flow data from each of the monitoring stations, and control flow based on the calculated flow differential. 120-. (canceled)21. A water flow control system comprising:a plurality of adjustable gates, wherein each adjustable gate is adjustable to control the flow of water within one of a plurality of water channels;a plurality of flow sensors, wherein each flow sensor measures flow data of one of the plurality of water channels; 'wherein one of the flow monitoring stations serves as a flow control station to receive flow data from and transmit commands to others of the plurality of flow monitoring stations; and', 'a plurality of flow monitoring stations, wherein each flow monitoring station is associated with one of the plurality of water channels to receive flow data from an associated flow sensor and transmit control signals to an associated adjustable gate,'} a first communications network that connects each of the plurality of flow monitoring stations in a ring topology that facilitates a bi-directional peer-to-peer communications protocol, and', 'a second communications network that enables the flow control station to transmit commands to others of the plurality of flow monitoring stations via a centralized server-client protocol., 'a dual-ring redundant communications network supporting two different protocols, comprising22. The system of claim 21 , wherein each of the plurality of flow monitoring stations comprises: ...

Device and Method for Keeping Channels Clear of Silt

A method of forming a maintenance free channel is disclosed. The method consists of positioning a plurality of curtain devices along a desired path in a waterway. The curtain devices each consists of an elongated float and an elongated flexible curtain depending from a first side of the elongated float. The elongated curtain has a bottom end with a weight extending along the entire length of the elongated float. The elongated float is configured to be sufficiently buoyant to support the curtain in an upward direction. The length of the elongated float is selected to equal a desired length of the channel. The height of the elongated flexible curtain is selected to be approximately equal to the depth of the waterway such that the elongated weight remains on the bottom while the elongated cylindrical float remains on the surface. 1. A device for forming a channel in a water way to prevent the buildup of silt on a bottom of the waterway and for marking the channel on the surface of the waterway , the device comprising:a. An elongated cylindrical float having a length and a first side;b. An elongated flexible curtain depending from the first side of the elongated cylindrical float and extending along the entire length thereof, the elongated curtain having a bottom end opposite where the elongated curtain depends from the elongated cylindrical float;c. An elongated weight formed on the bottom end of the elongated flexible curtain, the elongated weight extending along the entire length of the elongated cylindrical float, the elongated cylindrical float being sufficiently buoyant and the elongated flexible curtain having a height being selected to keep the elongated weight at the bottom of the waterway while the elongated cylindrical float is at the surface;d. The length of the elongated float selected to form the channel.2. The device of wherein the elongated cylindrical float has a second side opposite the first side claim 1 , an elongated ballast weight being formed on ...

Method, waterproof liner and waterproof panels for installation in basins and canals

A method, a waterproof liner and waterproof panels for installations in basins and canals) both dry and with stationary and flowing water. The liner consists of a plurality of prefabricated panels, including at least one flexible waterproof membrane, made of geosynthetic material, provided with side anchor bands for anchoring to the ground and with side sealing flaps. The panels that are rolled up into rolls are sequentially unrolled and extended by fixing provisionally along at least one anchor band, by joining simultaneously the flaps of adjoining panels by means of an intermediate zip fastener. Subsequently, the individual panels are firmly anchored by friction to the bottom and/or to the banks of the basin or canal, by means of a permanent ballast. The individual panels can be removed and replaced by operating underwater, restoring the seal between panels of the entire waterproof liner. 133-. (canceled)34. A method for installation and laying of a waterproof liner on the bottom and/or side banks of a canal or water basin , wherein the waterproof liner consists of a plurality of tubular panel anchored to the bottom or side banks of the channel or basin , each panel comprising at least a waterproof membrane , wherein the method comprises the following steps:manufacturing a plurality of waterproof tubular panels in which each tubular panel comprises at least a tubular ballast chamber and flexible sealing flaps extending along opposite side edges of the panel;sequentially positioning a number of tubular waterproof panels on the bottom and/or on the side banks of the canal or water basin;fastening in advance each waterproof panel to the bottom and/or to the side banks of the canal or water basin during laying;removably connecting in a sealing fashion opposite flaps of adjoining waterproof panels by an intermediate watertight connecting device, during laying of the panels; andballasting and frictionally anchoring each individual waterproof panel to the bottomand/or to ...

Nuclear reactor using controlled debris to mitigate eccs strainer pressure head loss

Controlled-debris elements inhibit the formation of a fibrous/particulate debris bed that unduly increases the pressure head loss through the perforated plates of strainers in a nuclear power plant emergency core cooling system. In a loss of cooling accident, pumps draw cooling water through the plates, which retain on their surfaces fibrous material in the circulating water to prevent it from reaching the pumps while permitting entrained particulate matter to pass through the perforations. The controlled-debris elements have a specific gravity substantially the same as the circulating water so they are entrained in the cooling water that is drawn toward the strainers and intimately intermix with the fibrous and particulate matter in the cooling water. The elements are configured to provide open structures in the bed formed on the plate surfaces to distribute fibers in the flow away from the surface and maintain cavities between the elements for the particulates.

GEOCELL FOR MODERATE AND LOW LOAD APPLICATIONS

Geocells for moderate to low load applications are disclosed here. The geocells have a cell wall thickness of from 0.25 mm to 0.95 mm. They have a wall strength of from 3500 N/m to 15000 N/m. 1. A geocell for moderate to low load applications , characterized by a geocell wall strength , measured at 23 Celsius , of at least 3500 N/m and at most 15000 N/m;wherein the geocell is formed from a plurality of polymeric strips bonded together along seams so that a honeycomb pattern is formed when the strips are expanded;wherein the geocell has a seam splitting strength that is greater than 80% of the geocell wall strength;wherein the geocell has a wall thickness of 0.25 mm to 0.95 mm, measured according to ASTM D5199; andwherein each polymeric strip is made of an alloy of (i) polyethylene or polypropylene with (ii) polyamide or polyester.2. The geocell of claim 1 , characterized by a geocell wall strength claim 1 , measured at 23 Celsius claim 1 , of at least 7500 N/m and at most 15000 N/m.3. The geocell of claim 2 , useful for (1) reinforcing bases claim 2 , sub-bases and sub-grades of pavements claim 2 , parking yards and railways; (2) slopes claim 2 , including medium and steep slopes of up to 60 degrees claim 2 , or where stakes are applied at greater than 1 per square meter (3) retaining walls claim 2 , wherein the slope is at most 85 degrees; or (4) channels lining wherein water flow is less than 10 m/sec.4. The geocell of claim 1 , characterized by a geocell wall strength claim 1 , measured at 23 Celsius claim 1 , of at least 3500 N/m and at most 9000 N/m.5. The geocell of claim 4 , useful for (1) channels lining where water flow is medium or low; (2) reinforcement of subgrade and sub-base of pavements claim 4 , railways and parking yards; (3) tree root protection; (4) for walkways and bicycle pavements and (5) moderate slopes and/or short slopes; (6) private cars private lots; (7) vegetated roof coverings; (8) protection of water proof lining of ponds claim 4 , ...

Canal control system

The invention relates to a canal control system for controlling the water level or water flow in a canal system ( 2 ), comprising: (a) a centralized master controller ( 20 ), (b) a local slave controller ( 30 ), (c) a wireless communication system between the centralized master controller and the local slave controller, (d) a (fixed) reference point ( 8 ) or (movable) marker ( 11 ) relating to the water level in the canal system, and (e) an adjustable actuator ( 9 ) in the canal system, such as agate or pump, whereby the local slave controller comprises a mobile device ( 13 ) capable of displaying a human-readable instruction which an operator can act upon to set the adjustable actuator. The operator takes a picture of the water level and/or of the setting of the adjustable actuator. The data of the picture is used for updating a mathematical model of predictive control of the canal system and for calculating the setting of the present actuator and for determining which actuator is to be visited next by the operator.

GATE FOR FREE SPILLWAY WEIRS

A gate is provided with a barrier capable of retaining water with a central barrier wall that is inclined in a direction away from the water, a bottom structure beneath the water that is capable of delimiting by a weir a bottom chamber filled with air and holding the barrier in its water retaining position by the water pressure exercised on said bottom structure, and an inlet extending beyond the retaining level of the barrier with an upper opening that allows water to flood the bottom chamber so as to offset the water pressure on the bottom structure and thereby allow a tipping of the gate, wherein a wall structure forms a wall chamber on the central barrier wall, wherein the wall chamber is capable of being flooded so as to assist the tipping of the gate. 1. A gate for free spillway weirs , comprising:a barrier capable of retaining a body of water at a predetermined retaining level with a central barrier wall that is inclined in a direction away from the body of water;a bottom structure beneath the body of water that is capable of delimiting by a weir a bottom chamber filled with air and holding the barrier in its water retaining position by the water pressure exercised on said bottom structure; andan inlet extending beyond the retaining level of the barrier with an upper opening beneath a predetermined flood level that allows water to flood the bottom chamber so as to offset the water pressure on the bottom structure and thereby allow a tipping of the gate; a and a wall structure forming a wall chamber on the central barrier wall, wherein the wall chamber is capable of being flooded so as to assist the tipping of the gatewherein the inlet is integral with the wall structure and leading directly to the wall chamber.2. A gate according to claim 1 , wherein the wall chamber is capable of being flooded in association with the bottom chamber.3. A gate according to claim 1 , wherein the gate is capable of tipping when flood water has filled the wall chamber to at least ...

APPARATUS FOR REDUCING WATER EVAPORATION AND METHOD THEREFOR

A floating cover has a plurality of upper tubular members. The plurality of upper tubular members is attached widthwise together to cover the waterway to reduce water in the waterway from evaporating. A plurality of lower tubular members is provided. Each of the plurality of lower tubular members is positioned between and attached lengthwise to corresponding bottom sections of adjacent upper tubular members, the lower tubular members having open ends to allow water to flow through the lower tubular members. 1. A floating cover for a waterway comprising:a plurality of upper tubular members, wherein the plurality of upper tubular members is attached widthwise together to cover the waterway to reduce water in the waterway from evaporating;a plurality of lower tubular member attached lengthwise to a bottom section of at least one of the upper tubular member, the lower tubular member having open ends to allow water to flow through the lower tubular member; anda buoyant foam material positioned within at least one of the plurality of upper tubular members keeping the at least one of the plurality of upper tubular members afloat when water enters the at least one of the plurality of upper tubular members.2. (canceled)3. (canceled)4. (canceled)5. The floating cover of claim 1 , wherein the plurality of lower tubular members are attached lengthwise to a bottom section of upper tubular members located on opposing ends of the floating cover.6. The floating cover of claim 1 , wherein the plurality of lower tubular members are attached lengthwise to a bottom section of upper tubular members located on opposing ends of the floating cover and at least one upper tubular members located in a central area of the floating cover.7. The floating cover of claim 1 , wherein the at least one lower tubular member is positioned between and attached lengthwise to corresponding bottom sections of adjacent upper tubular members.8. The floating cover of claim 1 , wherein each of the plurality of ...

METHOD AND APPARATUS FOR FORMING LEAK DETECTABLE GEOMEMBRANE LINERS

A method for forming a geomembrane liner testable for leaks by securing adjacent panels together with the conductivity of the lower surface of an overlying panel broken along a line adjacent the panel overlapping edge, and the overlapping edges sealed along the line. A heat welder has slots for the overlapping panel edges, with a heated wedge between the slots and having a projection to break the conductivity of the overlying panel bottom surface as it passes the wedge. The slots merge to press the liner edges together to heat weld them along the line of broken conductivity as the welder is moved along the panel edges. 1. A heat welder for securing edges of adjacent geomembrane liner panels together , said geomembrane liner panels having conductive bottom surfaces and being overlapped along their edges with a first one of said panels on top of a second one of said panels , said welder comprising: the first slot is open on one lateral side for receiving the first one of said panels,', 'the second slot is below said first slot and open on the lateral side opposite the one side for receiving the overlapping edge of the second one of said panels, and', 'said first and second slots merge at the body rear end;, 'a welder body having forward and rear ends and defining horizontally oriented first and second slots with top and bottom walls extending between the welder body front and rear, wherein'}a drive for moving the welder body forward;a heating unit between said first and second slots and forward of said merged first and second slots, said heating unit defining a portion of a bottom wall of the first slot; andat least one projection extending partially into said first slot for engaging the conductive bottom surface of the first one of said panels to interrupt the conductive bottom surface along a line as it passes the projection;wherein said merged first and second slots press together first and second liner panels to heat weld the first and second liner panels together ...

EROSION-PREVENTING LAMINATE MAT AND ASSEMBLY SYSTEM

An erosion-preventing laminate mat may include a first layer of slivers of a natural material, a second layer of slivers of a synthetic material, and, in embodiments, a third layer of an open mesh. A system for utilizing the erosion-preventing laminate may include a movable frame having an upper surface shaped to pass beneath a substantially flat sheet of tied block mat, the frame including a spindle below the upper surface for supporting a roll of the first mat, the first mat including the first layer of slivers of a natural material, the second layer of slivers of a synthetic material, and the third layer of an open mesh. In embodiments, a system for forming the mat includes a movable frame shaped to pass beneath a substantially flat sheet of the tied block mat, and including a spindle below the upper surface for supporting a roll of the first mat. 1. An erosion-preventing laminate mat comprising:a first layer of slivers of a natural material; anda second layer of slivers of a synthetic material.2. The laminate mat of claim 1 , wherein the first layer is a lowermost layer.3. The laminate mat of claim 2 , further comprising a third layer of an open mesh.4. The laminate mat of claim 3 , wherein the third layer is above the first layer and the second layer; wherein the open mesh maintains the first layer and the second layer in place when the mat is placed on a surface.5. The laminate mat of claim 4 , wherein the second layer is positioned between the third layer and the first layer; and wherein the synthetic material continues to hold moisture adjacent the surface after decomposition of the first layer.6. The laminate mat of claim 3 , wherein the open mesh is a leno weave of synthetic material.7. The laminate mat of claim 1 , wherein the natural material is excelsior; and the synthetic material is a plastic.8. The laminate mat of claim 7 , wherein the excelsior is selected from wood fibers and coconut fibers.9. The laminate mat of claim 1 , further comprising a ...

CLOSURE FOR LOCKING A COVERING

Coverings for structures which can be installed in the ground are known. For example, these are drainage channels or manholes. In order to lock the covering on the structure, closures are known which comprise a snap bolt which is designed in such a way and is mounted movably on the covering () against the force of a spring device in such a way that, during closing of the covering (), the snap bolt is forced back and snaps in behind a counterbearing () fixed to the structure in a closure position. To simplify the arrangement and also to improve durability, it is proposed that the snap bolt is mounted in a housing () which can be fastened in a housing receptacle of the covering (). 114.-. (canceled)15. A kit , comprising a closure , a cover and a structure that can be installed in the ground , wherein the closure is adapted for locking the cover on said structure , and a latch which is formed in such a way and movably mounted in a housing against the force of a spring means , so that the latch is pushed back when closing the cover and is snapped in a closed position behind a structure fixed counter-bearingcharacterized in thatthe housing is non-detachably—and positively and frictionally engaged—fastened in a housing receptacle in a direction of movement of the latch in the cover, in its closed position.16. The closure according to claim 15 , characterized in that the housing receptacle comprises a recess on the edge thereof claim 15 , in which the housing is secured in its closed position claim 15 , such that it cannot be released.17. The closure according to claim 15 , characterized in that the housing is designed such that it is closed at its upper surface when in the closed position.18. The closure according to claim 15 , characterized in that the housing has a retaining groove or a retaining tongue claim 15 , by means of which the housing can be secured in a recess in the cover claim 15 , which has a complementary retaining tongue claim 15 , or retaining groove ...

LEAK PREVENTION SYSTEM AND METHOD FOR A RETENTION POND

Leak prevention system for a liquid retention pond (), the system comprising an upper membrane () to be covered by the liquid (), a lower membrane () disposed on the bottom of the pond and joined in a sealed manner to the upper membrane on a peripheral portion to thereby form a normally sealed envelope () delimited by the two membranes, said envelope being filled with draining material (), a plurality of passageways () disposed substantially horizontally in the draining material, a pumping device () adapted to generate an air vacuum in the drains, to suck leakage liquid that may have passed through the upper membrane, such that pollution of the surrounding soil is avoided in the event of a liquid leak through the upper membrane. 110. A leak prevention system for a liquid retention pond () , in particular for polluting or contaminating liquids , the system comprising:{'b': 3', '1', '4', '90', '20', '2, 'a sealing arrangement comprising an upper membrane () to be covered by a liquid-containing product (), a lower membrane () placed continuously on the entire surface of the foundation () of the pond and joined in a sealed manner to the upper membrane on a peripheral portion to thereby form a normally sealed envelope () delimited by the two membranes, said envelope being filled with a continuous layer of draining material (),'}{'b': '5', 'at least one pumping device () adapted to generate at least partial air vacuum,'}{'b': '6', 'a plurality of passageways () disposed substantially horizontally in the draining material, in fluid communication with the pumping device, to suck leakage liquid that may have passed through the upper membrane, such that pollution of the surrounding soil is avoided in the event of a liquid leak through the upper membrane.'}251. The system according to claim 1 , wherein the system is configured such that the pumping device () releases/re-injects the leakage liquid in the retention pond ().31220. The system according to claim 1 , wherein the ...

EXPRESS FLOOD MITIGATION WORKS USING ELEVATED AND OR AT GROUND LEVEL WITH TUNNEL INTEGRATED LARGE SCALE AQUEDUCT WITH NUMEROUS FUNCTIONS, WITH MAIN FUNCTION TO DIVERT FLOOD WATER OR RIVER WATER AWAY FROM CITIES IN ORDER TO FIGHT OR MITIGATE FLOOD EVENTS AND EFFECT OF GLOBAL WARMING, WITH DISCHARGE INVERT LEVELS TO THE SEA HIGHER THAN HIGH TIDE LEVELS

A system for flood water or water flow mitigation includes at least one aqueduct or drain having a first section linking a river, lake, reservoir, water retention pond or dam to another section linked to another lake, reservoir, storage tank or sea, characterized in that the first section are positioned at higher than the other section, and the aqueducts or drains are configured to be placed above ground level or extend upward from sides of river or existing drain, such that invert levels of the aqueducts or drains are higher than sea levels during high tide flooding or sea level increases. 1. A system for flood water or water flow mitigation , comprising:at least one aqueduct or drain supported by at least one pillar and pier, wherein the aqueduct having a first section that is linked to a river, lake, reservoir, water retention pond or dam to and another section that is linked to a storage tank or sea, in which the aqueducts or drains are elevated above ground level using bridge-like structures,wherein the first section is positioned at higher elevation than the other section, and the other section is elevated higher than sea levels during high tide or flooding, such that the aqueduct is extended along a path of an existing river or channel at an elevated level above-ground of the aqueduct holds the water to a certain flow and depth for use of water-based recreational activity, and transportation within the aqueduct.2. The system according to claim 1 , wherein the water flow and depth of the aqueduct are such that at least one vessels or boats navigable for boating transport and recreational activity.3. (canceled)4. The system according to claim 1 , wherein the aqueducts or drains are constructed along or across a river claim 1 , lake claim 1 , reservoir claim 1 , or water retention pound claim 1 , or existing drain.5. The system according to claim 1 , further comprising additional aqueducts or drains extend from sides of the river claim 1 , lake claim 1 , ...

Trench drain

Embodiments have an accessory rail along the length of each side of a trench drain channel. The accessory rib allows the convenient attachment of accessories to the sides of a channel in order to facilitate the installation of a trench drain, place drain outlets at any convenient place on a channel, and to create right angle joints between two trench drains. 1. A generally U-shaped trench drain channel comprising an appliance rib on each side of the channel extending substantially the length of the channel.2. The channel of further comprising a channel chair attached to the appliance ribs.3. The channel of further comprising an outlet hub adaptor attached to the appliance ribs.4. The channel of further comprising a tee connector attached to the appliance ribs.5. The channel of further comprising a male connector trough.6. A generally U-shaped trench drain channel with two ends comprising a male connector on one end with a pin extending from the male connector claim 1 , and a female connector on a the other end with an aperture on the female connector.7. A trench drain system comprised of interlocked channels claim 1 , each channel generally U-shaped in cross-section with an elongated length with a male connector on one end and a female connector on the other end claim 1 , with an open top which receives a grate claim 1 , a rounded bottom and two vertical walls extending up from the bottom claim 1 , with at least two U-shaped reinforcing ribs extending over the vertical walls and the bottom claim 1 , and dispersed along the length of the channel claim 1 , and having an accessory rib attached to and extending longitudinally along each wall between the reinforcing ribs.8. The system of further comprising an accessory attached to the accessory ribs.9. The system of wherein the accessory is a channel chair.10. The system of wherein the accessory is an outlet hub adaptor.11. The system of wherein the accessory is a tee connector.12. The system of wherein the reinforcing ...

CONSTRUCTION METHOD AND OPERATIONAL PROCESS FOR THE IMPLEMENTATION OF A CONDOMINIUM AND/OR SUBDIVISION WITH THE CREATION OF ARTIFICIAL BEACHES FOR BATHING IN THE FORMAT OF ISLES AND/OR PENINSULAS AND/OR BAYS AND/OR LAKES AND/OR THE LIKE

A construction method and operational process for the implementation of a condominium and/or subdivision with the creation of artificial beaches for bathing in the format of isles and/or peninsulas and/or bays and/or lakes and/or the like is disclosed. More precisely, the construction method for the implementation of a condominium and/or lot subdivision, includes blocks (Q) of lots (L) in the format of an isle (I) and/or peninsula (P), allowing the implementation of watercourses () forming said isles (I) and/or peninsulas (P), that contains the lots (L) of the condominium, with the formation of artificial beaches () in the perimeter of said lots (L) composing said subdivision. The watercourses () are appropriate for contemplation and bathing by the condominium members, including the possibility of creating waves or ripples (). 1. Construction method and operational process for the implementation of a condominium and/or subdivision with the creation of artificial beaches for bathing in the format of isles and/or peninsulas and/or bays and/or lakes and/or the like , for the implementation of blocks in the format of isles and/or peninsulas , within an urban or rural subdivision , comprising the excavation of a main canal in a closed loop , which surrounds the entire block of lots , forming isles and/or peninsulas , these on the aforementioned banks of this main canal , and secondary excavated canals connecting the main canal of the right to the main canal of the left , to form the isles within the block of lots , being said canals filled with water collected from an external source , which may be fresh water , salt water , brackish water , or even polluted water , said collected water being routed to a water treatment plant , which performs the treatment and depollution of this water by a high-performance flow flotation system , the water circulates in closed loop through the canals , driven by an axial pumping system and mechanical or hydraulic pulse , and the water ...

DEBRIS FLOW DRAINAGE CHANNEL WITH STEP POOL STRUCTURE AND ITS APPLICATIONS

A debris flow drainage channel is provided. The debris flow drainage channel is applicable to debris flows with large gully bed longitudinal slopes. The debris flow drainage channel has an upstream step section and a downstream step section. The debris flow drainage channel also has a step pool disposed between the upstream step section and the downstream step section. The pool section has a cable net cage bottom protection, a cable net cage buffer layer and block stones. When the debris flow drainage channel is applied to the debris flows with large gully bed longitudinal slopes, the flow velocity of the debris flow can be controlled to ensure that the scouring of the debris flow body at a bottom of the channel can be controlled. As a result, normal drainage function of the debris flow drainage channel can be guaranteed and maintenance cost can be reduced. 110-. (canceled)11. A debris flow drainage channel comprising:a drainage channel bottom and drainage channel side walls arranged on both sides of the drainage channel bottom, wherein the drainage channel bottom comprises at least one upstream step section and at least one downstream step section, wherein the upstream step section and the downstream section are fully lined and distanced from each other by a predetermined interval, wherein each step section comprises an upper indented sill located upstream, a lower indented sill located downstream and a fully lined baseplate connecting the upper indented sill and the lower indented sill; andat least one pool section disposed between the upstream step section and the downstream step section, wherein the pool section comprises a cable net cage bottom protection, a cable net cage buffer layer and block stones, wherein the cable net cage buffer layer is disposed above the cable net cage bottom protection and abuts the upper indented sill of the downstream step section, wherein the block stones are disposed in a space defined by the drainage channel side walls, the ...

STRUCTURAL LINING SYSTEM

A lining system for a ditch or canal constructed with tight tolerances so a gasket is not required to connect liner channel sections. Each channel liner has a female slot on a first end and a male protrusion on a second end for adjoining channel liners. Flushing strips with male protrusions are installed in female slots in between channel beams. Flushing strips with variable Manning coefficients can be inserted based on a user's needs. Self-anchoring tabs can be inserted into anchoring slots on the outside of liner channels for anchoring the liner by soil compaction. Elbow sections can be used to change the direction of flow of the liquid. Elbow sections are adjoined to a liner channel similar to the adjoinment of in series channel liners to result in a desired angle for the change in direction. 1. A liner system comprising: multiple inverted channel beams and multiple channel slots in parallel with inverted channel beams;', 'a female end comprising a joining slot that runs continuously from end to end, transverse to the longitudinal axis of the channel liner;', 'a male end comprising a downward facing joining protrusion with a predetermined tolerance configured to fit tightly into the joining slot; and', 'at least one variable height insertable flushing strip corresponding to a predetermined Manning effect, each variable height insertable flushing strip comprising a flushing strip protrusion configured to fit tightly into a channel slot., 'a plurality of liner channels connected in series to a predetermined length, each channel liner comprising2. The liner system of wherein each channel liner comprises a trapezoidal cross-section.3. The liner system of wherein each channel is concave.4. The liner system of wherein a bottom side of each channel liner comprises a structural honeycomb configuration.5. The liner system of wherein the joining protrusion comprises apertures claim 1 , and the joining slots comprises threated apertures and the joining protrusion and ...

Abutment Plate for Water Control Gate

The invention relates to a friction reduced and ice resistant water control gate abutment plates that permit, without damage to the concrete, large relative thermal movement between the abutment plate assembly and the concrete abutment or pier to which the assembly is attached. Features that provide ease of maintenance, tight sealing and debris damage resistance are also disclosed. 111.-. (canceled)12. One or more friction reduced abutment plates against which a water control gate seal attaches to a concrete abutment by guide members , wherein said guide members engage at least one of the abutment plates in T slots in the at least one of the abutment plates , allowing sliding along one axis in response to thermal movement.13. The apparatus of claim 12 , wherein one or more friction reduced abutment plates are made of UHMW polyethylene.14. The abutment plates of further comprising gaps between the guide members and the corresponding grooves in the abutment plate sufficient to allow relative thermal movement along the axis in the plane of the abutment plate normal to the guide members.15. The apparatus of claim 14 , wherein one or more friction reduced abutment plates are made of UHMW polyethylene.16. The apparatus of claim 12 , wherein the abutment plates is sealably attached to an underlying concrete abutment along an upstream edge.17. The apparatus of claim 12 , wherein at least one abutment plates is fixed claim 12 , relative to the guide member axis claim 12 , at its bottom edge.18. The apparatus of claim 12 , wherein said guide members are oriented generally parallel to a fully raised water control gate.19. The apparatus of claim 12 , a means for removal and replacement of individual abutment plates. This application is a continuation of, and claims the benefit of and priority to, U.S. patent application Ser. No. 14/913,776, filed Feb. 23, 2016, which itself is the United States National Stage of International Application No. PCT/US14/53621, filed Aug. 31, 2014, ...

Method for regulating and controlling discharge flow of dammed lake

A method for regulating and controlling discharge flow of a dammed lake includes steps of: (S1) estimating a most dangerous discharge condition; (S2) based on the most dangerous discharge condition, calculating a structural internal force of the steel flexible net; (S3) based on the internal force of the steel flexible net, calculating an anti-slide embedded depth at two sides of the steel flexible net; (S4) based on the most dangerous discharge condition, manually excavating a channel; and (S5) based on the anti-slide embedded depth at the two sides of the steel flexible net, embedding the steel flexible net into a barrier dam. According to the present invention, the steel flexible net is laid on the upstream slope of the barrier dam, two sides of the steel flexible net is embedded into the slope body with gravels of the barrier dam, and cooperates with the channel for usage. 1. A method for regulating and controlling discharge flow of a dammed lake with a steel flexible net , which comprises steps of:(S1) estimating a most dangerous discharge condition;(S2) based on the most dangerous discharge condition, calculating a structural internal force of the steel flexible net;(S3) based on the structural internal force of the steel flexible net, calculating an anti-slide embedded depth at two sides of the steel flexible net;(S4) based on the most dangerous discharge condition, manually excavating a channel; and(S5) based on the anti-slide embedded depth at the two sides of the steel flexible net, embedding the steel flexible net into a barrier dam.2. The method claim 1 , as recited in claim 1 , wherein: the step of (S1) comprises claim 1 , in an absence of the steel flexible net claim 1 , calculating a flood peak discharge when a barrier dam discharges claim 1 , a cross section of the channel corresponding to the flood peak discharge claim 1 , and a maximum cross section when the discharge diminishes.3. The method claim 1 , as recited in claim 1 , wherein: the step of ( ...

BIOHYDROCHEMICAL ENHANCEMENT STRUCTURE FOR STREAM-WATER TREATMENT

Novel streamwater remediation systems and processes are presented. The disclosed systems involve design and placement of geometric volumes of porous media of variable hydraulic conductivity within the streambed to enhance hyporheic exchange (exchange of water from the stream or constructed urban waterway compartment to the porous media, or streambed, compartment). The disclosed systems may help improve water quality in various ways, for example through the removal of contaminants from water as it passes through the streambed. In some embodiments, contaminant removal is achieved by microbes and/or reactive geomedia incorporated into the streambed structures. By pairing hydrologic/flow structures with bacteria or reactive geomedia, diverse contaminants such as metals, nutrients, organics, pathogens, and more can be sorbed, deactivated, assimilated, transformed to harmless chemicals, and otherwise removed from the water. Because the structures are designed to return water to the stream after treatment, the stream water quality is improved by the structures. 1. An engineered streambed module for positioning below a stream surface comprising:an upstream block of low hydraulic conductivity material;a downstream block of low hydraulic conductivity material; andat least one intermediate block positioned between the upstream bock and the downstream block, wherein the upstream blocks have a hydraulic conductivity less than the hydraulic conductivity of a native streambed, intended to receive the module, and the intermediate block comprising native streambed and/or at least one material with a hydraulic conductivity that is similar to or greater than that of the native streambed.2. The engineered streambed module of claim 1 , comprising a bottom layer in contact with the upstream and the downstream blocks and at least one intermediate block.3. The engineered streambed module of claim 1 , wherein the intermediate block comprises at least one geomedia selected from iron filings ...

Water Control Apparatus

The invention relates to improved water control gates and related inflatable actuators, and associated sealing, manufacture and operation apparatus and methods. Advancements in technologies related to air fitting design, inflated bladder stress relief, inflatable bladder strength enhancement, water gate related slide friction mitigation, abutment and other impounded water seals, gate panel fabrication, traffic accommodating water impoundment structures, and water gate panel system operation efficiency, as well as nappe aeration, hinges, and bladder manufacture technology are disclosed herein. 1647-. (canceled)648. An improved impounded water control apparatus comprising:a first water gate panel;a first water gate panel actuator established substantially under said first water gate panel and having a left and right side;first and second tensionable, excessive bottom-hinged water gate panel rotation prevention elements, said first rotation prevention element established substantially at said left side of said actuator and said second rotation prevention element established substantially at said right side of said actuator;a left, lower, excessive gate rotation prevention element-to-foundation attachment element to which said first tensionable, excessive bottom-hinged water gate panel rotation prevention element is attached, said left, lower, excessive gate rotation prevention element-to-foundation attachment element fixedly established between lower portions of said left side of said first water gate panel actuator and a right side of a water control system component immediately to the left of said first water gate panel actuator;a right, lower, excessive gate rotation prevention element-to-foundation attachment element to which said second tensionable, excessive bottom-hinged water gate panel rotation prevention element is attached, said right, lower, excessive gate rotation prevention element-to-foundation attachment element fixedly established between lower ...

METHOD OF DESIGNING BOX-TYPE ENERGY-DISSIPATING SECTION OF BOX-TYPE ENERGY-DISSIPATING MUDFLOW DIVERSION FLUME, AND APPLICATION

A method of designing a box-type energy-dissipating section of a box-type energy-dissipating mudflow diversion flume. Firstly, the longitudinal gradient J of the flume and the roughness coefficient n 0 of a fully-lined flume bottom () are determined. Then, the parameters of the box-type energy-dissipating section are set, and related parameters are substituted into a formula for calculation, so that the overall roughness coefficient n of the flume is obtained. Further, the flow velocity of the mudflow is calculated by means of the Manning formula. Finally, the flow velocity of the mudflow is compared with the non-scouring and non-silting velocity allowed by the flume, and the design value of the box-type energy-dissipating section is obtained through final optimization. The method factors in the longitudinal gradient J of the flume, the length L of the box-type energy-dissipating section, the width b of the box-type energy-dissipating section, and the average diameter D of filler stones. With the method, the overall roughness coefficient n of the flume under different design conditions can be determined reasonably, so as to further implement the optimized design of the box-type energy-dissipating section of the box-type energy-dissipating mudflow flume. Further provided is an application of the method of designing a box-type energy-dissipating section of a box-type energy-dissipating mudflow flume. 17-. (canceled)9. The method according to claim 8 , wherein the ratio of the width of the energy dissipation structure section to the width of the drainage channel ranges from 0.5 to 1.0.10. The method according to claim 8 , wherein the ratio of the length of the energy dissipation structure section to the length of the drainage channel ranges from 0.10 to 0.25.11. The method according to claim 8 , wherein the ratio of the height of the filled stones in the energy dissipation structure to the height of the energy dissipation structure ranges from 0.5 to 0.8.12. The method ...

Floating canal system for seas with tendency to freeze

A system of floating canal sections that connect end-to-end along a route to form a shipping canal and contain brine to prevent freezing. The canal sections of the present invention resemble floating dry-docks that are filled with the brine solution rather than with normal sea water. Sections can be floated into place and connected. Sections can be anchored to the sea floor. A typical section can be around 1000 feet long, 150 feet wide and about 50 feet deep. The sections can be manufactured anywhere and towed to the Arctic and connected. The use of brine prevents pollution if there should be a leak.

Abutment Plate for Water Control Gate

The invention relates to a friction reduced and ice resistant water control gate abutment plates that permit, without damage to the concrete, large relative thermal movement between the abutment plate assembly and the concrete abutment or pier to which the assembly is attached. Features that provide ease of maintenance, tight sealing and debris damage resistance are also disclosed.

AUTOMATIC WATER CONTROL SYSTEM FOR OPEN DITCH DRAINAGE

An automatic water control system for open ditch drainage includes a drainage control apparatus that is designed to be disposed in a drainage ditch and to control the water level in the drainage ditch, as well as the water table level in the field. 1. A drainage control apparatus configured to be disposed in a drainage ditch adjacent a field wherein the drainage control apparatus controls the level of water in the drainage ditch , the drainage control apparatus comprising:a frame structure;a weir plate supported by the frame structure and adapted to extend across at least a portion of the drainage ditch;an opening formed in the weir plate for permitting water to flow through the opening in the weir plate;a pair of spaced apart vertical guide rails supported directly or indirectly by the weir plate in the vicinity of the opening in the weir plate;a gate including two side edges, a front and a back moveably mounted in the vertical guide rails adjacent the opening in the weir plate and moveable between open and closed positions for opening and closing the opening in the weir plate;an elongated vertical seal disposed generally between each side edge of the gate and an adjacent vertical guide rail; anda transverse seal secured across the back of the gate for preventing water from flowing through the opening in the weir plate and past the transverse seal when the gate assumes the closed position.2. The drainage control apparatus of wherein the vertical guide rails are mounted to a mounting plate disposed between the vertical guide rails and the weir plate or directly to the weir plate.3. The drainage control apparatus of wherein the vertical guide rail includes a main body and a finger projecting inwardly from the main body and engaging a portion of the front of the gate.4. The drainage control apparatus of wherein there is provided a bottom member that extends in the vicinity of a lower portion of the opening in the weir plate and wherein the bottom member extends ...

LINERS AND LININGS FOR TANKS AND OTHER LIQUID CONTAINMENT VESSELS

Exemplary embodiments are disclosed of liners, linings, and liquid containment vessels including the same. Also disclosed are exemplary method of providing liners and linings for liquid containment vessels, such as process tanks, immersion tanks, containment pits, gravity feed conduits for transferring or conveying liquid, etc. In an exemplary embodiment, a liner or lining is anchored to at least one structural component by at least one extrusion weld and at least one mechanical fastener. The mechanical fastener is coupled to the structural component. The extrusion weld is coupled to the mechanical fastener. The liner or lining may be anchored to a wide range of structural components, such as a frame, a framework, a frame member, a tank, a wall, a support member, a reinforcing member, an outer shell, a substrate (e.g., concrete, etc.) or sidewalls defining a pit or a gravity feed conduit, combinations thereof, other structures or components, etc. 1. An apparatus for lining a liquid containment vessel , the apparatus comprising at least one sheet anchored to at least one structural component by an extrusion weld and at least one mechanical fastener that is coupled to the structural component , wherein the extrusion weld comprises thermoplastic material encapsulating at least a portion of the at least one mechanical fastener , wherein the mechanical fastener comprises a bent pin , a stud weld , and/or a hollow portion in which a portion of the thermoplastic material has infused , whereby the sheet is anchored to the structural component.2. The apparatus of claim 1 , wherein the mechanical fastener comprises the hollow portion in which the portion of the thermoplastic material has infused.3. The apparatus of claim 2 , wherein the mechanical fastener comprises at least one threaded mechanical fastener having spaced-apart threads defining the hollow portion and between which the portion of the thermoplastic material has infused.4. The apparatus of claim 2 , wherein the ...

SOLAR ENERGY CONCENTRATION SYSTEM, AND ROOFING WITH SUCH INTEGRATED SYSTEM.

LA PRESENTE INVENCION SE REFIERE A UN TEJADO CON UN SISTEMA DE CONCENTRACION DE ENERGIA SOLAR SOLIDARIO. SE UTILIZAN UNOS REFLECTORES DE CONCENTRACION DE ENERGIA SOLAR Y UNOS COLECTORES DE LA ENERGIA SOLAR REFLEJADA, ENTRE OTROS ELEMENTOS DE CONCENTRACION DE ENERGIA SOLAR O DE TRANSFERENCIA DE ENERGIA, PARA CAPTAR LA ENERGIA SOLAR RADIANTE DE UN TEJADO DISPUESTO EN LA PARTE SUPERIOR DE UN EDIFICIO O DE UNA ESTRUCTURA CUBIERTA. LOS REFLECTORES O PANELES DE SOPORTE DE LOS REFLECTORES SE INTEGRAN EN OTROS ELEMENTOS DE LA ESTRUCTURA CUBIERTA PARA FORMAR ASI UN TEJADO HERMETICO. DE ESTE MODO, CON LA PRESENTE INVENCION SE CONSIGUE UN SISTEMA DE MENOR PESO Y MENOR COSTE PARA LA RECOGIDA DE LA ENERGIA SOLAR RADIANTE DE LA PARTE SUPERIOR DE UN EDIFICIO O ESTRUCTURA CUBIERTA. THE PRESENT INVENTION REFERS TO A ROOF WITH A SOLIDAR SOLAR ENERGY CONCENTRATION SYSTEM. SOLAR ENERGY CONCENTRATION REFLECTORS AND REFLECTED SOLAR ENERGY COLLECTORS ARE USED, BETWEEN OTHER SOLAR ENERGY CONCENTRATION OR ENERGY TRANSFER ELEMENTS, TO CAPTURE THE RADIANT SOLAR ENERGY OF A SUPERIOR ROOF IN A BUILDING OF A COVERED STRUCTURE. REFLECTORS OR SUPPORT PANELS OF REFLECTORS ARE INTEGRATED IN OTHER ELEMENTS OF THE COVERED STRUCTURE TO FORM A HERMETIC ROOF. IN THIS MODE, WITH THE PRESENT INVENTION A SYSTEM OF LOW WEIGHT AND LOWER COST IS OBTAINED FOR THE COLLECTION OF THE RADIANT SOLAR ENERGY OF THE TOP OF A BUILDING OR COVERED STRUCTURE.

Composite polyamide reverse osmosis membrane and method of producing the same

A composite polyamide reverse osmosis membrane and method of producing same. In a preferred embodiment, the membrane is made by coating a porous polysulfone support with an aqueous solution containing 2 wt % m-phenylenediamine (MPD), and 0.1 wt % di(ethylene glycol) hexyl methyl ether. Next, the excess solution is removed, and the coated support is dipped in 0.1 wt % organic solvent solution of trimesoyl chloride (TMC) in a mixture of alkanes having from 8 to 12 carbon atoms. After draining the TMC solution off, the resulting composite membrane is air dried and then rinsed in a basic aqueous solution. The resultant membrane exhibits a flux of 21.3 gfd and a salt rejection of 98.9% when used at 225 psi for an aqueous solution containing 2000 ppm of NaCl.

Composite polyamide reverse osmosis membrane and method of producing the same

본 발명은 폴리아미드 역삼투 복합막 및 그 제조 방법에 관한 것이다. 본 발명의 폴리아미드 역삼투 복합막은 다공성 폴리술폰 지지체를 2중량% 메타페닐렌디아민(MPD)과 0.1중량% 디(에틸렌글리콜)헥실메틸에테르를 포함한 수용액에 코팅한 후, 과잉의 용액을 제거하고, 코팅된 지지체를 8~12개의 탄소 원자를 가지는 알칸 혼합물 중 0.1중량%의 트리메조일클로라이드(TMC)의 유기용액에 침지하고, 상기 잉여 유기용액을 제거하고, 결과로 형성된 복합막을 공기 건조하고, 염기 수용액으로 세척하는 계면중합을 통한 폴리아미드 역삼투 복합막을 제조한다. 상기 방법으로 제조한 폴리아미드 역삼투 복합막은 염화나트륨(NaCl) 2,000ppm농도의 유입수로 225psi로 가압 투과실험에서 21.3gfd의 투과유량과 98.9%의 염배제율을 보인다. The present invention relates to a polyamide reverse osmosis composite membrane and a method for producing the same. In the polyamide reverse osmosis composite membrane of the present invention, the porous polysulfone support is coated on an aqueous solution containing 2% by weight of metaphenylenediamine (MPD) and 0.1% by weight of di (ethylene glycol) hexyl methyl ether, , The coated support was immersed in an organic solution of 0.1 wt% of trimesoyl chloride (TMC) in an alkane mixture having 8 to 12 carbon atoms, the excess organic solution was removed, and the resulting composite membrane was air dried , And a base aqueous solution to prepare a polyamide reverse osmosis composite membrane. The polyamide reverse osmosis composite membranes prepared by the above method exhibit a permeation flux of 21.3 gfd and a salt rejection rate of 98.9% under a pressure of 225 psi at a concentration of 2,000 ppm sodium chloride (NaCl).

Ultrasonic mems speaker using piezoelectric actuation and manufacturing method thereof

본 발명은 압전력에 의한 구동을 이용하여 소리의 전달이 일방향으로 전달되도록 하여 음파의 왜곡 현상을 없애고, 높은 음향 강도를 갖는 압전 구동형 초음파 미세기전 시스템 스피커 및 그 제조 방법에 관한 것으로, 외부로부터 전원이 공급되면 압전 특성에 의해 기계적 작동을 유발하는 압전 커패시터와, 후면 중앙 부분이 소정 식각되고, 상기 압전 커패시터에 의해 진동되는 멤브레인(membrane) 또는 캔틸레버(cantilever)로 사용되는 SOI(silicon on insulator) 기판과, 상기 SOI 기판 후면에 부착되어 후면파를 방지하는 후면판을 포함하여 구성한 단위 셀들이 정방 형태 또는 육각형 형태로 주기적으로 배열하여 형성하고, SOI(silicon on insulator) 기판 상부에 실리콘 산화물층을 열산화법으로 형성하는 단계와, 상기 구조물 상부에 하부전극, 압전체층, 상부전극을 순차적으로 증착한 후 패터닝하고, 식각하여 압전 커패시터를 형성하는 단계와, 상기 SOI 기판 후면 중앙 부분을 패터닝하고, 식각하여 멤브레인(membrane) 또는 캔틸레버(cantilever)를 형성하는 단계와, 상기 SOI 기판 후면에 후면파 방지를 위한 후면판을 형성하는 단계로 이루어짐으로써, 낮은 인가 전압으로 음파의 왜곡현상 없이 높은 음향 강도를 얻을 수 있는 효과가 있다. The present invention relates to a piezoelectric-driven ultrasonic micromechanical system speaker and a method of manufacturing the same, which eliminates distortion of sound waves by allowing sound to be transmitted in one direction by using piezoelectric power. When the power is supplied, a piezoelectric capacitor which causes mechanical operation by the piezoelectric characteristic, and a silicon on insulator (SOI) used as a membrane or cantilever which is etched by the piezoelectric capacitor at a predetermined portion of the rear center portion thereof is etched. Unit cells including a substrate and a back plate attached to the rear surface of the SOI substrate to prevent back waves are periodically formed in a square or hexagonal shape, and a silicon oxide layer is formed on the silicon on insulator (SOI) substrate. Forming a lower electrode, a piezoelectric layer, and an upper electrode on the structure; Depositing, patterning, and etching to form a piezoelectric capacitor, patterning and etching a central portion of the backside of the SOI substrate, and forming a membrane or cantilever to form a membrane or cantilever on the backside of the SOI substrate. By forming the back plate for preventing the back wave, there is an effect that can obtain a high sound intensity without distortion of sound waves ...

Semiconductor memory device improved operation current and method for manufacturing the same

본 발명은 동작 전류가 개선된 반도체 메모리 소자 및 그 제조방법을 개시한다. 개시된 본 발명의 반도체 메모리 소자의 제조방법은 다음과 같다. 먼저, 메모리 셀 영역 및, NMOS 영역과 PMOS 영역을 갖는 주변 영역이 한정된 반도체 기판 상에 상기 메모리 셀 영역 및 주변 영역 상부에 측벽에 스페이서가 형성된 게이트 전극을 형성한다. 상기 게이트 전극 양측의 반도체 기판에 소오스 및 드레인 영역을 형성하여, MOS 트랜지스터를 형성하고, 상기 MOS 트랜지스터가 형성된 반도체 기판 결과물 상부에 제 1 에치 스톱퍼를 형성한다. 상기 주변 영역의 NMOS 영역 또는 PMOS 영역에 선택적으로 제 2 에치 스톱퍼를 형성한다. The present invention discloses a semiconductor memory device having improved operating current and a method of manufacturing the same. A method of manufacturing a semiconductor memory device of the present invention disclosed is as follows. First, a gate electrode having a spacer formed on a sidewall over the memory cell region and the peripheral region is formed on a semiconductor substrate in which a memory cell region and a peripheral region having an NMOS region and a PMOS region are defined. Source and drain regions are formed on the semiconductor substrates on both sides of the gate electrode to form MOS transistors, and a first etch stopper is formed on the semiconductor substrate product on which the MOS transistors are formed. A second etch stopper is selectively formed in the NMOS region or the PMOS region of the peripheral region. 모빌리티, 동작 전류, 스트레스, 실리콘 질화막 Mobility, Operating Current, Stress, Silicon Nitride

Rotary type dust removing machine having structure for preventing adulteration escape

The present invention relates to a rotary dust removing machine which has a blocking device to block a space between a main screen and a rear auxiliary screen, allows smooth passage of a rake, and efficiently performs an operation of returning to an original position after the rake passes. The rotary dust removing machine comprises a cover screen to block passage of an impurity ascending along a rear auxiliary screen on a rear side of a main screen. The cover screen comprises: a support fixated and installed in a side frame on the rear side of the main screen; an elastic hinge shaft which forms an axial direction in a width direction of the main screen, has a hinge spring, and is installed on the support; and a plurality of cover bars installed in the support via the elastic hinge shaft to receive an elastic force in a vertical direction to be inclined and extended side by side towards a rear to allow a front end thereof to face an upper end of the rear auxiliary screen.

一种削坡机及其控制系统

本发明公开了一种削坡机及其控制系统，包括：设置在导轨上的行走装置，行走装置包括升降调整装置，该削坡机还包括了用于发射激光的激光发射器、用于接收激光的激光接收器及用于控制升降调整装置位置的控制单元。采用了上述技术方案后，削坡机升降调整装置可自动根据施工基准线进行调整，提高了削坡机的工作效率，同时也提高了削坡机工作面的平整度及均匀性。

논물 수위조절장치

본 발명은 논물 수위조절장치에 관한 것으로, 보다 상세하게는 논둑에 설치하여 논에 담겨진 물을 농수로나 인접한 논에 배수시키기 위한 논물 수위조절장치에 관한 것이다. 본 발명에 따른 논물 수위조절장치는, 논둑에 설치되며 전방이 개방되고 상부에 눈금이 표시되고 통공이 형성되는 케이스본체와; 상기 케이스본체의 내부에 설치되며 논물이 유입되도록 유입구가 형성되는 수위조절통과; 상기 수위조절통의 후방에 연결되어 상기 수위조절통을 통해 유입된 논물이 배수되며 일측에 자바라 형태의 주름부가 형성되는 배수관과; 상기 수위조절통과 케이스본체에 연결되어 길이 조절에 따라 상기 수위조절통의 경사 각도를 가변시키는 길이조절수단을 포함하여 구성되는 것을 특징으로 한다.

Debris removal device

본 발명은 협잡물 제거장치에 관한 것으로, 본 발명에 따른 협잡물 제거장치는 지면과 주축이 예각을 이루도록 설치되며, 물과 협잡물을 분리시키는 스크린부, 상기 스크린부와 연통되며, 상기 협잡물을 이송시키는 이송부 및 상기 이송부와 연통되며, 상기 이송부가 이송한 협잡물을 압축탈수하여 외부로 배출시키는 탈수배출처리부를 포함하며, 상기 스크린부는 수직단면에서 길이가 다른 제1살 및 제2살이 반복적으로 구비된 그릴을 구비하여 내부로 유입되는 물과 협잡물 중 상기 물을 외부로 배출시키는 원통형 스크린 및 상기 제1살 및 제2살에 각각 대응되는 제1홈 및 제2홈이 반복적으로 구비되며, 구동모터와 연결되어 상기 원통형 스크린 내부를 회전하면서 협잡물을 수집하는 레이크를 포함하며, 상기 스크린부, 이송부 및 탈수배출처리부를 일체형으로 구비하여 설치 면적 및 시설비를 절감하는 효과가 있다. The present invention relates to a debris removal device, the debris removal device according to the present invention is installed so that the ground and the main shaft at an acute angle, the screen portion for separating the water and the contaminants, the screen portion is in communication with the transfer portion, conveying the conveyance And a dehydration discharge processing unit communicating with the conveying unit and compressing and dehydrating the debris conveyed by the conveying unit to be discharged to the outside, wherein the screen unit is provided with a grill having the first and second meat having different lengths in a vertical section. It is provided with a cylindrical screen for discharging the water to the outside of the water and contaminants introduced into the inside and the first and second grooves corresponding to the first and second years, respectively, are repeatedly connected to the drive motor It includes a rake for collecting contaminants while rotating the inside of the cylindrical screen, the screen unit, the transfer unit and the dehydration discharge treatment unit Equipped with a body shape has the effect of reducing the installation area and facility costs. 협잡물, 스크린부, 이송부, 탈수배출처리부 Miscellaneous material, screen part, transfer part, dehydration discharge treatment part

一种新型河涌净化处理系统

本发明公开了一种新型河涌净化处理系统，包括河涌，所述河涌顶面设有支杆，所述支杆顶面设有放置槽，所述支杆内侧使用卡块，所述卡块底部设有滤架，所述卡块顶部设有拉架，所述河涌两侧均设有轨道，所述轨道顶面设有滚轮，所述滚轮一侧设有支架，所述滚轮内侧使用排泥管，所述排泥管一侧设有吸泥泵，所述卡块内侧设有收集台，所述收集台两侧均设有限位杆。本发明通过设有进料装置，当垃圾堆积过多时，垃圾开始推动转杆以转轴为轴心转动，进而转杆带动挤压杆通过压块对橡胶杆和弹簧进行挤压处理，转杆在收集槽表面滑动，进而垃圾通过进口进入收集槽内部，从而能够将河涌表面的垃圾进行收集，方便将河涌表面垃圾去除。

Screen apparatus for eliminating sludge or grains in waste water

본 발명은 오·폐수 내에 포함되어 있는 고형물 등을 제거하기 위한 스크린 장치에 관한 것이다. The present invention relates to a screen device for removing the solids and the like contained in the waste water. 본 발명의 오·폐수 처리용 스크린 장치는, The wastewater treatment screen device of the present invention is 장치 내로 오·폐수의 투입(유입)을 가능하게 하는 호퍼(6)등의 유입수단과; Inflow means, such as a hopper 6, which enables the introduction (inflow) of the waste water into the apparatus; 상기 유입수단을 통해 유입된 오·폐수로부터 고형성분과 슬러지 성분만을 분리하여 앞쪽(진행방향)으로 이송하는 스크류(4) 등의 이송수단과; Transfer means such as a screw 4 for separating only the solid component and the sludge component from the wastewater introduced through the inflow means and transporting them forward (forward direction); 상기 이송수단의 길이방향을 따라 외삽된 대·소형의 여과판(1,2) 조립체 및 이 조립체의 외측을 지지하기 위하여 조립체의 축방향을 따라 상하좌우에 설치되는 다수의 고정틀(3)과; A large and small filter plate (1,2) assembly extrapolated along the longitudinal direction of the conveying means, and a plurality of fixing frames (3) installed on the upper, lower, left, and right sides along the axial direction of the assembly to support the outside of the assembly; 상기 이송수단을 따라 앞쪽으로 이송되는 케이크(cake)를 압착하여 탈수시키기 위해, 상기 이송수단의 진행방향측 선단부에 설치되는 압착판(5)과 같은 압착수단과; Pressing means such as a pressing plate (5) provided at the front end of the conveying means in order to compress and dehydrate the cake conveyed forward along the conveying means; 상기 이송수단을 적정 속도로 회전시키기 위하여 모터(7)로부터 상기 이송수단쪽으로 회전력을 전동하기 위한 벨트나 체인 등의 전동수단(13)과; Transmission means (13), such as a belt or chain, for transmitting a rotational force from the motor (7) toward the conveying means to rotate the conveying means at an appropriate speed; 상기 각 수단을 콤팩트하게 내장하기 위하여 제공되는 케이스(14)로 구성됨을 특징으로 한다. It is characterized in that it consists of a case 14 provided to compactly embed each of the means. 상술한 본 발명의 스크린 장치에 의하며, 오·폐수 속에 포함된 고형물에 의해서 스크린의 눈이 막히던 현상이 완전히 억제됨은 물론 슬러지의 함수율도 줄어드는 장점이 있다. According to the screen device of the present invention described above, the phenomenon of clogging the screen of the screen by ...

水控制闸门及其致动器

本发明系关于水控制闸(24，614)及相关之可膨胀致动器(203，903)，及相关之密封(5002)，制造及操作装置及方法。关于：空气接头设计、膨胀气囊应力消除(2)、可膨胀气囊强度增强、水闸相关之滑动摩擦缓和、桥墩及其它蓄水密封(73)、闸板(24)制造、容许交通之用的蓄水结构(612，614)、及水闸板系统操作效率、以及水舌瀑气(9500)、铰链及气囊制造技术上之升级为一些在此所提示之进步项目者。