8results about How to "Solve scour" patented technology

The utility model relates to the technical field of purification equipment, and particularly discloses an ecological floating bed type water body purification device which comprises a square plate, a hole is formed in the square plate and is fixedly connected with a one-way barrel in a communicating manner; the emergent aquatic plants are planted in the one-way barrels, then the root systems of the emergent aquatic plants penetrate through the bottom face holes to make direct contact with the water body to purify the water body, then the connecting shafts penetrate through the semi-cylindrical pipes to complete movable connection, then the emergent aquatic plants are placed in the water body, and when shaking along with water waves, the one-way barrels extrude one another to be limited; the one-way barrel is arranged, so that the left-right shaking of the one-way barrel is limited, emergent aquatic plants planted in the one-way barrel can reduce loss of root systems caused by shaking, meanwhile, the freedom degree of the one-way barrel in one direction is limited, waves can be resisted, and water plants can purify COD, nitrogen and phosphorus in water in a relatively stable water environment; the problems that an existing ecological floating island cannot buffer emergent aquatic plants to reduce shaking, and multiple combined fixing modes cannot be achieved are solved.

This invention discloses a multifunctional energy dissipation and scour prevention device for the downstream of a sluice gate and its operation method. It includes a flow guiding unit comprising a rotating flow guiding pier wall, two automatically retractable flow guiding pier arrays on one side of the rotating flow guiding pier wall, a wing wall flow guiding pier jet array on one side of the rotating flow guiding pier wall, and a central retractable flow guiding pier array on one side of the two automatically retractable flow guiding pier arrays; a scour prevention unit comprising a downstream wing wall of the sluice gate, and a downstream stilling basin apron located at the bottom of the downstream wing wall of the sluice gate; and a measurement unit comprising an upstream water level gauge, a downstream water level gauge on one side of the upstream water level gauge, an upstream flow velocity measuring device on one side of the upstream water level gauge, and a downstream flow velocity measuring device on one side of the downstream water level gauge. The beneficial effects of this invention are that it solves the scour problem of the riverbed and bank slopes downstream of the sluice gate, and improves the overall stability of the downstream area of ​​the sluice gate.

This utility model relates to a ladle casting bottom structure, comprising: a permanent bottom lining, at least one layer of slag line bricks, a ring working lining, a nozzle seat brick, a permeable brick, a surrounding brick layer, a casting bottom lining, a casting interlayer, and a ring wall permanent lining. The beneficial effects of this utility model are: it solves the problem of brick joint erosion caused by molten steel impact; the structural improvements help improve construction efficiency and reduce maintenance costs; the structural improvements help improve steel yield; the structural improvements help improve structural strength and durability; the ladle casting bottom structure is primarily a movable bottom casting structure, which is convenient to construct and easy to repair, allowing for localized excavation and repair; in actual use, this ladle casting bottom structure has a long service life and can be used continuously for more than 80 steelmaking processes at once; this ladle casting bottom structure is suitable for bottoms constructed with shaped brick masonry.

The invention discloses a cooling tower residual water power generation device, and relates to the technical field of power generation, the cooling tower residual water power generation device comprises a water collection assembly and a hydro-generator, the hydro-generator is installed on the water collection assembly, and the water collection assembly is placed in a water return pool below a cooling tower; return water in the cooling tower sequentially flows through the water collecting assembly and the hydro-generator and then flows into the water return pool. Through mutual cooperation of the water collecting assembly and the hydro-generator, on the premise that an original cooling tower pipeline does not need to be modified, the utilization efficiency of the residual water of the cooling tower is effectively improved.

The invention discloses an intelligent flood discharge pool drainage device for an airport, comprising: a side wall flood discharge pool, two side walls are arranged on one opposite side of the flood discharge pool, a water inlet side wall and a flood discharge scattering side wall are arranged on the other opposite side, a plurality of drainage pipes are buried in the water inlet side wall, the flood discharge scattering side wall is connected to the scattering surface, the pipe is connected to the flood discharge pool and a water pump through one of the two side walls, and one end of the pipe connected to the water pump extends to a clean water pool; the clean water pool is used to purify the extracted water, and the clean water pool is respectively connected to an air conditioning grey water pipe, a grey water toilet flushing pipe and an irrigation pipe; the water pump is connected to a solar panel through a solar water quality monitor; the water pump is a solar pumping water pump; the water inlet side wall, the flood discharge scattering side wall and the side walls are all flexible honeycomb ecological side walls; polypropylene high molecular polymer is used for thermoplastic molding; the height of the flood discharge scattering side wall is lower than the two side walls (3) and the water inlet side wall.

The utility model discloses a single vane wheel stirs and sucks medicine pump, including motor, single vane wheel stirs and sucks medicine pump still includes: the suction stirring mechanism for sucking and stirring medicament, wherein, the suction stirring mechanism includes: vane wheel casing and rotatablely arranged vane wheel body in vane wheel casing inside, vane wheel body side surface with the inner wall of vane wheel casing is spaced apart and is arranged, still respectively set up with the liquid inlet for sucking the liquid medicine of the inner chamber intercommunication of it and the liquid outlet of flowing out to stir the liquid medicine on vane wheel casing. This single vane wheel stirs and sucks medicine pump when using, overcomes the vane wheel medicine pump vane wheel and the flow passage of prior art and is easy to be blocked, and the vane wheel of vane wheel medicine pump will be subjected to the problem of the scouring and abrasion of particle, and through a vane wheel realizes the suction and stirring effect of liquid medicine.

The dam comprises a dam body, the top of the dam body is provided with a water retaining body extending in the transverse direction, the water retaining body is provided with a drainage hole with a valve, the downstream of the dam body is provided with lateral drainage ditches located on the two sides of the dam face, and the lateral drainage ditches are arranged in the dam face. A flexible energy dissipation layer is arranged on the dam face between the lateral drainage ditches, a longitudinal drainage ditch located in the center of the dam face and a net-shaped drainage ditch distributed along the dam face are arranged on the flexible energy dissipation layer, and the bottom outlet ends of the longitudinal drainage ditch, the net-shaped drainage ditch and the lateral drainage ditches are all connected with a stilling pool. According to the method, by comprehensively applying the modes of combining the characteristics of protective structure materials, the energy dissipation principle, the overtopping flood discharge capacity of the earth and rockfill dam and the like, the deformation coordination between the structure materials is improved, and meanwhile safety protection and safety operation of overtopping but not collapsing or overtopping and slow collapsing of small and medium-sized reservoir dam bodies are guaranteed.

The invention discloses a method for embedding a deep horizontal displacement inclinometer pipe in a causeway intertidal zone drilling hole, which comprises the following steps: before hydraulic reclamation construction, a drilling machine is used for leading a hole into a causeway body to follow up a casing pipe, a riprap layer, a sand bag layer and a sludge soft soil layer at the upper part of the causeway are separated, and a drilling hole at the lower part of the casing pipe is subjected to wall protection and hole cleaning by using bentonite slurry; after drilling is completed, inclinometer pipes are installed, and the inclinometer pipes are placed in the drill hole section by section; then a vibrating rod and a vibrating guide pipe are placed in the inclinometer pipe, and a motor is started to enable the vibrating rod to drive the inclinometer pipe to keep vibrating; then, the melon seed stone is slowly poured into a gap between the inclinometer pipe and the drill hole, the vibrating rod is gradually lifted along with the filling depth of the melon seed stone, the melon seed stone is filled and compacted, and therefore the gap in the hole is eliminated, the inclinometer pipe and the soil body of the embankment body are synchronously deformed, and the displacement change condition of the embankment in the hydraulic reclamation construction period is accurately reflected; and finally, the horizontal displacement change of the deep layer is observed through the inclinometer, so that the real displacement condition in the hydraulic reclamation construction period is obtained.