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49results about How to "Reduce cavitation damage" patented technology

Ecological environmental-protection permeable spur dike structure

PendingCN107119626AReduce shockSmooth and convenient construction conditionsBreakwatersQuaysGeotextileEngineering
The invention relates to an ecological environment-friendly permeable spur dam structure, which is composed of a bottom protection structure and a spur dam structure. The bottom protection structure consists of a geotechnical water-proof material layer, a slurry block stone layer, a block stone layer, and crushed stone in sequence from bottom to top. The crushed stone layer is only laid within the scope of the spur dike structure, and gabion cages are set on the outer edge of the bottom protection structure, and then the bottom protection structure is leveled, and the spur dike structure is installed on the leveled gravel layer. The spur dam structure is spliced ​​by dam root, dam body and dam head; the dam root is spliced ​​by several solid components, the bottom is a plane, and the upper part is a slope structure composed of a water-facing slope and a back-water slope. The dam body is spliced ​​by several permeable components. The upper part of the permeable components is a slope structure composed of a facing slope and a backwater slope, and a permeable hole is set in the middle. The permeable hole of the permeable component is in the form of an arch hole, which reduces the turbulence of the water flow at the permeable hole and the erosion of the dam body, and reduces the damage to the fish in the water body.
Owner:CHONGQING JIAOTONG UNIVERSITY

Facility for eliminating negative pressure of bottom plate at torrent diffusion slope-variable section of flood discharging tunnel

InactiveCN102251504AAvoid destructionReduce pressure changes along the wayBarrages/weirsWater flowPhysical model
The invention relates to a facility for eliminating the negative pressure of a bottom plate at a torrent diffusion slope-variable section of a flood discharging tunnel, The facility comprises a step-down floor and pressing holes, wherein the step-down floor is arranged in front of a negative pressure region of the bottom plate at a diffusion section of the flood discharging tunnel; the pressing holes are arranged at two ends of the step-down floor outside a side wall of the flood discharging tunnel; a hollow cavity formed between a jet flow surface generated by discharged water in the flood discharging tunnel flowing across the step-down floor and a step-down floor bottom plate surface is communicated with air through the pressing holes so that the negative pressure of the bottom plate of the flood discharging tunnel is reduced and partial damage of the bottom plate of the flood discharging tunnel is avoided. In general, the step-down floor height is 0.30-1.00m, and the sizes of the pressing holes are determined by factors, such as the step-down floor height, step-down floor aerating capacities, a negative pressure region range and the like. A physical model test result shows that the pressing facility provided by the invention can be used for effectively eliminating a negative pressure value of the bottom plate at the torrent diffusion section of the flood discharging tunnel, increasing water flow aerating concentration and improving the energy dissipation effect of a stilling basin.
Owner:SICHUAN UNIV

Aeration structure for Longluowei flood discharging tunnel

The invention relates to the field of water conservancy and hydropower, in particular to an aeration structure for a Longluowei flood discharging tunnel. The technical problem to be solved is to provide the aeration structure for the Longluowei flood discharging tunnel, which is capable of effectively reducing damage to an overcurrent surface of the flood discharging tunnel due to cavitation of high-speed flow. The aeration structure for the Longluowei flood discharging tunnel comprises a flood discharging tunnel, wherein the flood discharging tunnel is formed by connecting a tunnel initial segment, a slope segment, a reverse camber segment and a downstream slope segment in sequence, and at least one aeration aerator is arranged in the flood discharging tunnel. During actual use, the flood discharging tunnel is formed by connecting the tunnel initial segment, the slope segment, the reverse camber segment and the downstream slope segment in sequence, and air admission is carried out on flow in the flood discharging tunnel through the flood discharging tunnel, so that the small impact force on concrete of the overcurrent surface of the flood discharging tunnel, which is caused by flow cavitation due to turbulent fluctuation of high-speed flow, can be effectively reduced, and cavitation corrosion damage to the flood discharging tunnel is reduced, and thus the effects of smooth flow state of the flow and full aeration are achieved. The aeration structure is particularly suitable for construction of the Longluowei flood discharging tunnel.
Owner:POWERCHINA CHENGDU ENG

Pressure turbine and movable guide vane of same and air-compensating hole designing method for same

The invention discloses an air-compensating hole designing method for a movable guide vane of a pressure turbine, and a pressure turbine and a movable guide vane. The air-compensating hole designing method comprises steps of building a full-simulation mathematic model for the movable guide vane of the turbine and a rotating wheel, carrying out mesh generation for the mathematic models of the movable guide vane and the rotating wheel, introducing well-divided grids of hydrodynamics calculation software to achieve a calculation result of flow characteristic of a solution domain, analyzing pressure distribution of the calculation result to determine an air-compensating hole position of the movable guide vane, primarily setting a size of the air-compensating hole based on an analysis of the calculation result, an simulating erosion reducing effect of the air-compensating hole to achieve the size of the air-compensating hole. According to empirical formula conclusion, air-compensating hole air entrainment concentration can be precisely controlled, so cavitation corrosion destroying degree of the interior of the pressure turbine rotating wheel can be effectively reduced; and problems of irrational design of the turbine anti-cavitation corrosion air-compensating structure, difficult processing and poor anti-cavitation corrosion effect can be solved.
Owner:XIHUA UNIV

Embedded part structure and gate system thereof

The invention discloses an embedded part structure. The embedded part structure comprises a main body section with a rectangular cross section, a gate groove formed in the main body section and a pressing slope section. The pressing slope section structurally comprises a horizontally-arranged bottom plate face, two side wall surfaces perpendicular to the bottom plate face, and a top face. The bottom plate face, the side wall surfaces and the top face define a hollow structure with the periphery being closed and the two ends being opened. The top face refers to a slope face which is gradually tilted downwards from the upstream direction to the downstream direction. The pressing slope section forms a variable cross section structure with the caliber being gradually decreased. The upstream end of the pressing slope section is in butt joint with the downstream end of the main body section. By adoption of the embedded part structure, water flow flows to a non-pressure flow conversion area from a pressure flow area and is transferred to the downstream end of the pressing slope section from an original gate groove area, severe cavitation damage is also transferred to the downstream end ofthe pressing slope section from the gate groove area, and thus the gate groove area is protected. Meanwhile, the top face pressing slope of the pressing slope section is stable, water pressure in thegate groove area is increased, and cavitation damage to the gate groove area by high-speed water flow is reduced.
Owner:POWERCHINA ZHONGNAN ENG

Balance disc used in solid-liquid two-phase flow conveying

The invention discloses a balance disc used in solid-liquid two-phase flow conveying. Blades uniformly distributed along the circumference at intervals are arranged at the edges of the circumferential surfaces at two sides of the balance disc; a notch slot is formed between each two adjacent blades; each blade is of a cylindrical rear bent blade; blind holes are uniformly distributed in the cylindrical side surface of the balance disc at intervals; bolts for adjusting balance disc counter weights are arranged in the blind holes in two sides in central symmetry; leaf springs and gaskets for finely tuning the counter weights are arranged between the bolts and the blind holes. The mechanical abrasion and the cavitation damage to the balance disc can be effectively reduced, the noise in the operation of a pump is reduced, and the service life is prolonged; when the balance disc is subjected to the dynamic balance adjustment, the balance quantity of the balance disc can be more conveniently adjusted under the condition that the counter weights on the surface of the disc body are not polished or spot-welded, and the vibration, noise and radial unbalance force which are generated in the motion process of the pump are reduced; the needs of pumps in the fields such as petroleum, chemical industry and water conservancy can be met.
Owner:ZHEJIANG SCI-TECH UNIV

Folded-line shape diversion pier of spillway

The invention relates to a folded-line shape diversion pier of a spillway. The folded-line shape diversion pier comprises an upper pier, a middle pier and a lower pier or comprises a middle pier and a lower pier. The upper pier is a semi-cylindrical pier, the middle pier comprises a middle pier body, an overhead view surface of the middle pier body is an isosceles trapezoid, side view surfaces of the middle pier body are right triangles, a pier head in the shape of a semicircular oblique frustum with a small bottom and a large top is arranged on the front oblique surface of the middle pier body, the lower pier comprises a pier body in the shape of a triangular prism,wherein the overhead view surface of the pier body is a rectangle and the side view surfaces are right triangles, a pier body in the shape of an isosceles oblique trapezoidal prism with a small front portion and a large rear portion is arranged on the front oblique surface of the pier body in the shape of the triangular prism, side view surfaces of the pier body in the shape of the isosceles oblique trapezoidal prism are parallelograms, and a pier head in the shape of a semicircular oblique cylindrical table is arranged on the front oblique surface of the pier body in the shape of the oblique trapezoidal prism. The folded-line shape diversion pier has the advantages that the folded-line shape diversion pier has a regular size, stress on each pier head is simple, a downstream flow condition is improved, the construction difficulty is reduced, requirements on the strength of materials is lowered, and the folded-line shape diversion pier is adaptable to flow rate variation in a large range.
Owner:NORTHWEST A & F UNIV

Optimum design method of hydraulic ship lifter valve system with anti-vibration performance

ActiveCN106638534AImproved fluidity after the valveEliminate low frequency vibrationVertical ship-liftingVibration amplitudeStress concentration
The invention relates to an optimum design method of a hydraulic ship lifter valve system with an anti-vibration performance. In order to reduce the vibration of the hydraulic ship lifter water delivery valve system generated under a high water head condition, the optimum design method provided by the invention is characterized by combining manners of 'optimizing a spatial arrangement type of three valves and improving a valve back pipeline shape', changing the original parallel arrangement of the three valves located at the same height into the spatial arrangement in a shape of the Chinese character 'Pin', and meanwhile, replacing a valve back multi-branch pipe joining section with an anti-vibration body with a 'cylindrical' shape, so that a valve back low-pressure vortex area is eliminated, the pulsating pressure is reduced, the flow velocity is reduced, and thus the aim of vibration resistance is achieved. According to the optimum design method of the hydraulic ship lifter valve system with the anti-vibration performance provided by the invention, the optimally designed anti-vibration body is provided with a circular flow section, so that the problem of stress concentration of vertex angles of a square structure is avoided, and design and construction can be carried out conveniently. A model test proves that the pulsating pressure of a valve back water flow and the vibration amplitude of a side wall of a pipeline can be effectively reduced, the valve back multi-branch pipe shape is simplified, and the safe operation of the hydraulic ship lifter water delivery valve system is ensured.
Owner:NANJING HYDRAULIC RES INST +1

Energy-dissipation flow channel structure capable of reducing flow speed

The invention discloses an energy-dissipation flow channel structure capable of reducing flow speed. The energy-dissipation flow channel structure comprises a flow channel hole, a flow channel face isarranged on the flow channel hole, a flow channel inlet is formed in one end of the flow channel face, a flow channel outlet is formed in the other end of the flow channel face, and hump weirs are arranged on the flow channel face. According to the technical scheme, multiple hump weirs are arranged on the flow channel face, have different shapes, heights and sizes, and are staggered on the flow channel face, so that after fluid flows past the hump weirs, a good flow state is maintained, the phenomenon of turbulence of the flow state of the fluid is reduced, and the hydraulic condition is improved; meanwhile, sudden shrinkage and sudden expansion of the overflow cross section are caused by the hump weirs, the energy loss of water current is increased, the purposes of reducing the flow speed and adjusting the flow line and the flow state are achieved, and the probability that the fluid suffers from cavitation damage in the flow channel hole is reduced. The energy-dissipation flow channel structure has the advantages of being simple, convenient in construction, low in building cost and the like, and is suitable for various sluicing structures which need energy dissipation treatment.
Owner:CHINA POWER CONSRTUCTION GRP GUIYANG SURVEY & DESIGN INST CO LTD +2

Anti-bubble drag reduction method and system for ships

The invention discloses a ship drag reducing method and system through using reverse bubbles. The method involving a reverse bubble generating device, and a reverse bubble transmitting device, whereinthe reverse bubble generating device is used for generating reverse bubbles and stored with first liquid. The steps comprise that inflating the reverse bubble generating device with gas, and then with a set speed, adding dropwisely second liquid into the device to generate suspended liquid droplets on the liquid surface; further, increasing the dropping speed to send the suspended liquid dropletsinto seawater to generate the reverse bubbles, wherein each reverse bubble is a gas-liquid structure, namely liquid contains gas films and the gas films are provided with the liquid; and finally, utilizing the reverse bubble transmitting device to transfer the reverse bubbles generated in the reverse bubble generating device on the surface of a ship body. According to the ship drag reducing method and system through using the reverse bubbles, the reverse bubbles are used for replacing common bubbles to realize ship drag reducing, which leads to a new drag reducing method; and by designing a special reverse bubble generating device to generate the reverse bubbles, the effect of ship drag reducing can be realized.
Owner:SHANGHAI MARITIME UNIVERSITY

Double seal linkage pilot spool structure of high pressure differential valve

The invention discloses a double-seal linkage pilot valve element structure of a high-pressure-difference valve. According to the technical scheme, a fixing ring is installed and fixed on an outer circle of the lower end of a valve rod, and an inner valve element assembly is installed and connected to the lower end of the valve rod through the fixing ring. An annular boss is arranged on the outer circle of the valve rod, and a lower spring is pre-tightened and installed between the annular boss and the inner valve element assembly of the valve rod in a sleeved mode. The outer circle of an inner valve element is enclosed by an inner hole of the lower segment of an outer valve element in a sleeved mode, the outer valve element and the inner valve element move relative to each other in the axial direction while the valve is closed up, and a sealing ring is located between the outer valve element and the inner valve element. A platform at the upper end of the outer valve element is located on the upper side of the annular boss of the valve rod, a spring thrust ring is fixed to the valve rod, and an upper spring is pre-tightened and installed between the spring thrust ring and the upper plane of the outer valve element in a sleeved mode. A plurality of balance holes are formed in a valve element cover and the upper end of the outer valve element. According to the technical scheme, the double-seal linkage pilot valve element structure of the high-pressure-difference valve has the advantages that the valve can achieve high sealing capacity, scour and cavitation erosion damage to the sealing face is reduced, meanwhile, the using reliability of the valve is improved, and the service life of the valve is prolonged.
Owner:沈阳古来科技有限公司

Method and device for overhauling tailwater cooler

The invention discloses a method and device for overhauling a tailwater cooler. The tailwater cooler is located at the top surface of an upper platform. According to the method, a water retaining wallis built on the edge of the top surface of the upper platform, wherein the top of the water retaining wall is slightly higher than the normal tailwater level or the elevation of the generating waterlevel of a unit; steel pipes communicating with a gate slot hole are arranged in the water retaining wall, valves are installed on the steel pipes, and when the tailwater cooler needs to be overhauled, all valves are closed first, and the water body on the side, close to the tailwater cooler, of the water retaining wall is discharged through a temporary water pump; afterwards, the tailwater cooleris overhauled; after overhaul work is completed and overhaul personnel leave the upper platform, water filling and pressure balancing are performed on the tailwater cooler side of the water retainingwall through the temporary water pump, and all the valves are opened so that water areas on two sides of the water retaining wall communicate with each other to realize cooling of the tailwater cooler. In the process of overhauling according to the method, the tailwater cooler does not need to be lifted away from the upper platform, underwater operation is not needed, and therefore overhauling and maintenance can be carried out very conveniently, overhauling efficiency can be improved, and the personal safety of the overhauling personnel can be ensured.
Owner:CHINA POWER CONSRTUCTION GRP GUIYANG SURVEY & DESIGN INST CO LTD
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