Patents
Literature
Patsnap Copilot is an intelligent assistant for R&D personnel, combined with Patent DNA, to facilitate innovative research.
Patsnap Copilot

369results about How to "Lower the water level" patented technology

Integrated air conditioner and condensed water processing method for integrated air conditioner

The invention discloses an integrated air conditioner and a condensed water processing method for the integrated air conditioner. The integrated air conditioner comprises an indoor water receiving plate, a drainage device connected with the indoor water receiving plate and used for leading the condensed water in the indoor water receiving plate to the outer side walls of multiple rows of condensers of the integrated air conditioner, the multiple rows of condensers used for heating condensed water on the outer side walls to at least vaporize part of the condensed water, a water tank arranged on a chassis of the integrated air conditioner and used for receiving non-vaporized condensed water on the outer side wall, and a water beating motor which comprises a plurality of water beating wheels and is used for beating the non-vaporized condensed water to the outer side walls of the condensers through the water beating wheels so as to enable the multiple rows of condensers to vaporize the non-vaporized condensed water again. By means of the technical scheme, the condensed water in the integrated air conditioner can be discharged automatically, and a user is protected from manually discharging the condensed water.
Owner:GD MIDEA AIR-CONDITIONING EQUIP CO LTD +1

Closed-type constant-temperature multi-layer water circulation turtle cultivation system

The invention discloses a closed-type constant-temperature multi-layer water circulation turtle cultivation system which comprises a multilayer turtle cultivation pool devices, a cultivation water environment adjusting device, an indoor air environment adjusting device and a cultivation system operation control device, wherein the multilayer turtle cultivation pool device comprises a plurality of turtle cultivation pools, circulating water return pipes, circulating water outlet branch pipes and main circulating water outlet pipes, primary solid liquid precipitation devices, blow-down valves and pollution discharge blow-down pipes; the cultivation water environment adjusting device comprises a solid-liquid separator, a blow-down valve, a sterilizer, a protein separator, a biological filtering device or tank, a circulating pump and a water heating device; and the indoor air environment adjusting device comprises an air heating device, an air oxygenating device and an insulation building. According to the closed type constant-temperature multi-layer water circulation turtle cultivation system, turtle cultivation environments can be comprehensively controlled, the land, the water and the energy are saved, an optimal ecological environment suitable for turtles to rapidly grow is established, turtle cultivation is free of drugs, and healthy and safe food sanitation requirements are met.
Owner:ZHEJIANG UNIV

Fuel cell system

A fuel cell system is provided, which is capable of effectively suppressing progress of decay of water with a simple configuration and without energy consumption so as not to substantially cause problems to occur in water supply and water purification functions. [Solving means] A fuel cell system includes a hydrogen generator (1) configured to generate hydrogen by causing a reforming reaction to proceed using a material and water, a fuel cell (5) configured to generate power by causing an electrochemical reaction to proceed using the hydrogen generated in the hydrogen generator and an oxidizing agent, a cooling water circulation portion (7) configured to circulate water for cooling the fuel cell, a water condenser (8) configured to condense water discharged from at least one of the hydrogen generator and the fuel cell, a first water storage portion (9) configured to store the water condensed by the water condenser, a water supply portion (3) configured to take out the water from the first water storage portion and to supply the water to at least one of the hydrogen generator, the fuel cell, and the cooling water circulation portion, a controller, and a water replenishment portion (10) configured to replenish water in the first water storage portion from the cooling water circulation portion, wherein the first water storage portion is provided with a discharge port; and the controller is configured to perform control so that the water in the first water storage portion is discarded through the discharge port and the water replenishment portion causes the cooling water circulation portion to replenish the water in the first water storage portion.
Owner:PANASONIC CORP

Flow guide device used for measuring underwater jet flow noises by reverberation method

The invention provides a flow guide device used for measuring underwater jet flow noises by a reverberation method. The flow guide device comprises a water inlet pipe, a flow guide pipe, a flow stabilizing box, a height adjuster and a water outlet pipe, wherein one end of the water inlet pipe is inserted into a non-noise-eliminating water pool or water tank; the other end of the water inlet pipe is connected with the flow guide pipe; one end of the flow guide pipe is connected with the water inlet pipe and the other end of the flow guide pipe is connected with the flow stabilizing box; the flow stabilizing box is fixedly provided with the flow guide pipe; the flow stabilizing box is arranged on the height adjuster; the height adjuster can be used for freely adjusting the height in the vertical direction; and the water outlet pipe is located on the side face of the flow stabilizing box. According to the flow guide device used for measuring the underwater jet flow noises by the reverberation method, when the reverberation method is used for measuring radiation sound power of the underwater jet flow noises, the volume of water in the non-noise-eliminating water pool or water tank is not increased by jet flow and the jet flow radiation noises are not transmitted to the outer side, and the noises of the outer side are not transmitted into the non-noise-eliminating water pool or water tank, so that the measurement of the radiation sound power of the underwater jet flow noises is not influenced.
Owner:HARBIN ENG UNIV

Beverage dispenser

A beverage dispenser is proposed which includes a soft raw water container and which makes it possible to spontaneously use up drinking water in the container. A water passage tube (12) of a container connecting portion (10) includes a tubular partitioning wall (13) dividing the interior of the water passage tube (12) into a water passage (14) communicating with a water passage hole (14a), and an air passage (15) communicating with the water passage (14) through a small air passage hole (15a). A water passage pipe (16) is connected to the water passage (14). The water passage tube (12) has a base portion (12a) formed with an opening (15b) communicating with the air passage (15). An air passage pipe (17) is connected to the opening (15b) and hangs vertically downwardly into a low-temperature tank (2). An on-off valve (19b) is provided at the free end of the air passage pipe (17) which is adapted to open when the water level in the low-temperature tank (2) lowers. With this arrangement, when drinking water in the raw water container (A) runs low and the water level in the low-temperature tank (2) remains low, air in the low-temperature tank (2) is introduced into the raw water container (A) through the on-off valve (19b), which is now open, the air passage pipe (17), the air passage (15) and the small air passage hole (15a). This eliminates a negative pressure in the raw water container (A), thereby allowing water remaining in the container to be dropped into the tank.
Owner:COSMO LIFE

Flow guiding engineering for river gate dam and spillway

A diversion work for river gate dams and spillways comprises an integrated platform made of two segments; wherein, the inside wall of the first segment platform is an circular conical surface; the outside wall is a circular cylindrical surface; both the top face and the bottom face are planes; the inside wall of the second segment platform is a torsion face, and the outside wall is a tangential plane against the circular cylindrical surface of the first segment platform; both the top face and the bottom face are also planes. In installation, the tail of the transition torsion face of the second segment platform is tangentially connected with side walls of an inlet side hole on a river gate dam or a spillway. The diversion work can effectively resolve the problem of transiversal shrinkage of water flow in front of inlets of the river gate dam and the spillway. To further improve water flow status, it is necessary to add a vertical guide dam; one end of the vertical guide dam is linked to the tail of the transition torsion face of the second segment platform; the other end is connected with the side wall of the river gate dam or the spillway inlet side hole. In a plurality of projects, the first segment platforms can be extended to connect with the bank, for which the surrounded lands can also be utilized for other purposes.
Owner:SICHUAN UNIV

Combined subsurface-flow constructed wetland system with high efficiency and low cost for processing polluted river water

The invention relates to a combined subsurface-flow constructed wetland system with high efficiency and low cost for processing polluted river water. The system is formed by combing a first-stage vertical subsurface-flow wetland and a second-stage horizontal subsurface-flow wetland, wherein the vertical subsurface-flow wetland comprises a box body (1), a water inlet distribution pipe (2), vertical stand pipes (3), a water outlet collection pipe (4), a water outlet hose (5), a heightened base (6), a furnace slag packing layer (7) and a gravel packing layer (8); the horizontal subsurface-flow wetland comprises a box body (9), a water inlet distribution pipe (10), a porous barrier (11) of a water inlet distribution area, a porous barrier (12) of a water outlet area, a water outlet collection pipe (13), a water outlet hose (14), fixed water level outlets (15), a furnace slag packing layer (16) and a gravel packing layer (17). By adopting the combined subsurface-flow constructed wetland system, total nitrogen and phosphorus in the river water can be effectively removed, the height of the water outlet hose of the vertical subsurface-flow wetland can be adjusted to change the water level of the wetland and the dissolved oxygen content, and the nitrification effect or the denitrification effect can be strengthened; and the cost of furnace slag packing is low.
Owner:OCEAN UNIV OF CHINA

Method for extraction of deep-seated intercrystalline bittern of salt lake mining area

The invention relates to a method for extraction of deep-seated intercrystalline bittern of a salt lake mining area. The method comprises the following steps of 1, excavating a gas-injection well, brine mining wells and a brine transportation channel on a salt lake ore bed, arranging an air compressor on the salt lake ore bed, arranging a brine tail liquid injection pipe in the gas-injection well around which the brine mining wells each provided with a brine transportation pipe in the interior are uniformly arranged; and arranging a brine mining pump in each one of the brine mining wells, wherein the brine mining pump is connected to one end of the brine transportation pipe of which the other end is connected to the brine transportation channel, 2, continuously pumping compressed air into the salt lake ore bed by the air compressor so that deep-seated intercrystalline bittern gushes out, 3, pumping out the deep-seated intercrystalline bittern from underground by the brine mining pumps and outputting the deep-seated intercrystalline bittern to the brine transportation channel, 4, injecting a brine tail liquid subjected to potassium extraction into the salt lake ore bed in the gas-injection well so that the brine tail liquid reaches a salt bed and forms novel potassium-containing brine, and 5, repeating the steps of 2-4 so that a cycle is finished. The method utilizes compressed air to realize extrusion of intercrystalline bittern and deep-seated bittern so that resources are fully utilized.
Owner:MANGYA XINGYUAN POTASH FERTILIZER +2

Greening method for high water level impermeable saline and alkaline lands and greening system

The invention relates to a greening method for high water level impermeable saline and alkaline lands and a greening system adopting the method. The greening method adopts a landfill type drainage ditch to discharge water and salt, longitudinal blind pipes are buried at the bottom of the landfill type drainage ditch, and a water seepage sand layer is paved above the blind pipes. Water is collected through the water seepage sand layer, guided into the blind pipes through water seepage holes arranged on the upper portions of the blind pipes, and discharged into drainage pipes and / or water collecting wells through water outlets of the blind pipes. One side or two sides of the bottom of the landfill type drainage ditch are provided with one or a plurality of landfill type water seepage slope faces, the landfill type water seepage slope faces are provided with a water seepage sand layer, the water seepage sand layer is connected with the water seepage sand layer above the blind pipes into a whole, and the landfill type water seepage slope faces extend to a specific drainage area. By means of the method, the greening system can be formed. The greening method for high water level impermeable saline and alkaline lands and the greening system adopting the method facilitate water discharge and salt discharge, improve growing environment of plants and are particularly suitable for survival and growth of plants in high water level clay saline and alkaline lands.
Owner:北京正和恒基滨水生态环境治理股份有限公司

Foundation heating device and construction method for foundation heating combined vacuum prepressing of soft soil foundation by applying such device

The invention discloses a foundation heating device and a construction method for foundation heating combined vacuum prepressing of a soft soil foundation by applying such device. Vertical plastic draining plates are arranged in a foundation, plate heads of the vertical plastic draining plates are connected to transversely arranged filter pipes, outlet ends of all filter pipes are communicated with an inlet of a pressure guiding flow separating device, heating devices are further arranged in the foundation, a sand cushion layer is paved on the foundation, the filter pipes are buried in the sand cushion layer, a thermal insulation layer is paved on the sand cushion layer, and a sealing film is paved on the thermal insulation layer to form a closed vacuum prepressing system. During work, the pressure guiding flow separating device is firstly opened to perform foundation reinforcing treatment by a general vacuum prepressing method; when general drainage consolidation is performed to the later stage, a temperature control heating body is opened to perform foundation heating, meanwhile the foundation is vacuumized, and by controlling a foundation heating temperature and a foundation absolute pressure, water content in the foundation is converted to a gas state from a liquid state, and therefore, the water content of the foundation is further reduced, and the strength of the foundation is increased.
Owner:TIANJIN UNIV

Ice-water accumulation body tunnel surrounding rock reinforcing and excavating method under influence of seasonal rainfall and surrounding rock support

InactiveCN112412475ASafe and efficient crossingLow costTunnelsIce waterPipe
The invention relates to an ice-water accumulation body tunnel surrounding rock reinforcing and excavating method under the influence of seasonal rainfall and a surrounding rock support. The reinforcing method comprises the following steps of S1, constructing a grout stopping wall; S2, arranging a radial grouting guide pipe on a primary support, and conducting grouting reinforcement; S3, conducting advanced drilling and curtain grouting reinforcement; S4, constructing pipe shed holes in the outer arch part of an excavated contour line; S6, arranging pipe shed steel pipes in a driving mode, andconducting pipe shed grouting; and S7, additionally arranging advanced small guide pipe grouting supports on the arch part and side walls. According to the excavating method, surrounding rock is reinforced by adopting above reinforcing method, temporary cross braces are erected in a tunnel, the grout stopping wall is broken, and excavation is carried out by adopting a small-section three-step method. The surrounding rock support comprises the grout stopping wall, a waterproof curtain, a grouting section which is a radial grouting guide pipe grouting supporting section, a pipe shed steel pipecurtain grouting supporting section, and an advanced small guide pipe grouting supporting section. In the curtain grouting process, grout can be prevented from flowing back to squeeze and crack a primary support behind a tunnel face.
Owner:RAILWAY NO 5 BUREAU GRP FIRST ENG CO LTD +2
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products