7results about How to "Improve energy dissipation effect" patented technology

This invention discloses a submarine cable anti-scouring device and its construction method, applicable to the field of submarine cable protection technology. The invention includes a filter layer and a flexible protective layer. The filter layer comprises multiple filter pads arranged sequentially along the axial direction of the submarine cable on the surface of the cable and / or the seabed, with adjacent filter pads overlapping. The flexible protective layer comprises multiple flexible protective pads arranged sequentially along the axial direction of the cable on the filter layer. At least one flexible protective pad is provided at the overlap of any two adjacent filter pads to press the filter layer firmly against the surface of the cable and / or the seabed. This application, through the cooperation of the filter layer and the flexible protective layer, improves the stability of the submarine cable anti-scouring device to reduce inter-segment displacement and possesses adaptive capability to seabed subsidence deformation, effectively enhancing the anti-scouring effect of the submarine cable.

This invention relates to the field of energy dissipation facilities at the inlet of a ship lock, and more particularly to a main water conveyance corridor of a lock pier with an energy dissipation structure. The pier includes a lock pier with several water outlets at its top. Omnidirectional energy dissipation components are installed within each water outlet. Energy dissipation covers are installed on the lock pier at positions corresponding to the water outlets, and impact-resistant components are installed at the bottom of each energy dissipation cover. This invention, by setting up an omnidirectional energy dissipation component, uses a planetary gear system composed of a motor, shaft, sun gear, planetary carrier, planetary gears, and ring gear to stably transmit motor power to the drive column. This ensures the smooth rotation of the inner rotating sleeve and vortex blades, generating vortex flow and effectively consuming the energy of the water flow, achieving initial energy dissipation. Simultaneously, the angle of the vortex blades can be flexibly adjusted by controlling the extension and retraction of the telescopic cylinder's telescopic rod to adapt to different water flow conditions, further optimizing the energy dissipation effect.

This invention discloses an energy dissipation structure and construction method that takes into account both water level and flow rate changes in the field of flood discharge energy dissipation and hydraulic engineering construction technology. The structure includes sidewalls; a flood discharge channel section, an energy dissipation platform stage, a smooth connecting section, and a diversion energy dissipation reverse arc section, sequentially arranged between the two sidewalls along the water flow direction; and a diversion energy dissipation base anchored below the diversion energy dissipation reverse arc section. The top elevation of the diversion energy dissipation base is greater than the low flood season water level of the reservoir but less than the high flood season water level of the reservoir. The downstream elevation of the energy dissipation platform stage is greater than the low non-flood season water level of the reservoir but less than the high non-flood season water level of the reservoir. This invention achieves the coordinated use of multiple energy dissipation methods through the sequential energy dissipation of the water flow by the energy dissipation platform stage and the diversion energy dissipation reverse arc section, thereby improving the energy dissipation effect.

The application discloses a deep-water rapid-flow strong-tide cofferdam outer ring anti-scour device, which comprises a buffer assembly, a mud surface protection mechanism and an energy dissipation mechanism, the mud surface protection mechanism comprises a guide fin, a segmentation cage, a connecting rib plate, a cavitation tube, a guide rod, a translation screw rod and a gas outlet end, the guide fin is in threaded connection with the translation screw rod, and the outer contour of the segmentation cage is in close fit with the inner contour of the guide fin. The mud surface protection mechanism is arranged, so that the device can avoid the problems that the mud surface is washed away by water flow or the mud surface is washed downward due to insufficient protection of the mud surface, and further the bearing capacity of the cofferdam is caused, the cofferdam is inclined and collapsed, and quality and safety accidents are caused.

The present application relates to a kind of multistage energy dissipation type drainage energy dissipation well, including well cavity, baffle mechanism, slide bar transmission mechanism, cover plate driving mechanism, cover plate, gear driving mechanism, vertical stirring mechanism and horizontal stirring mechanism, well cavity is divided into baffle energy dissipation chamber, water mat energy dissipation chamber, transition chamber, stirring energy dissipation chamber, power chamber and outlet chamber, baffle energy dissipation chamber is far from the upper portion of the side wall of outlet chamber side, water inlet pipe is communicated with being arranged, outlet chamber is far from the bottom of the side wall of transition chamber side, outlet pipe is communicated with being arranged. By baffle mechanism, the water flow that enters baffle energy dissipation chamber is dropped and is dissipated, simultaneously, baffle mechanism drives slide bar transmission mechanism to move downward and successively drives gear driving mechanism, vertical stirring mechanism and horizontal stirring mechanism to rotate, can be stirred to the water flow in water mat energy dissipation chamber and stirring energy dissipation chamber, simultaneously, cover plate driving mechanism can drive each cover plate dynamic switching one energy dissipation, two energy dissipation or three energy dissipation mode according to water level change, improve energy dissipation efficiency.

An energy dissipation facility for adjusting flow patterns, relating to the field of hydraulic engineering, includes: an energy dissipation slope and an energy dissipation pool. The energy dissipation slope comprises an incline with energy dissipation steps and guide holes on the steps, and the bottom of the slope has a transverse slope. The energy dissipation pool is a pool-shaped structure with pool walls and a bottom, the bottom of which also has a transverse slope. Compared with existing technologies, this invention has the following advantages: by adding flow-guiding energy dissipation facilities to the incline, it breaks through the limitations of traditional energy dissipation pools, cleverly guiding the water flow to a uniform distribution, redistributing the water flow that was originally concentrated on the left side, and significantly improving the energy dissipation effect. Simultaneously, this facility also has a significant advantage in increasing energy dissipation flow rate, fully tapping the energy dissipation potential of the facility, and has important application value in the technical fields of precise flow pattern control and efficient energy dissipation, such as hydraulic engineering and fluid transport system optimization.

This application discloses a friction energy dissipation unit device, relating to the field of slope protection net technology. It includes a first plate, a second plate, a steel wire rope, a sleeve, and a core ring. The first plate is located below the second plate and the two are connected. The second plate has an irregularly shaped surface and symmetrical first and second energy dissipation channels. The steel wire rope has energy dissipation channels at both ends, forming a U-shaped structure. The sleeve is fitted with the U-shaped structure to form a clamping structure, which engages with the arc-shaped groove of the core ring. Under external force, the steel wire rope slides relative to the energy dissipation channels to achieve frictional energy dissipation. Some embodiments increase the constraint area through S-shaped / spiral channels or achieve secondary energy dissipation through sliding connections between the plates. The device adopts a frictional energy dissipation mode, has no irreversible deformation, is reusable, and has a detachable structure for easy maintenance. It is suitable for external force energy dissipation scenarios such as earthquakes and rockfall impacts in slope protection net systems.