57results about How to "Improve energy dissipation efficiency" patented technology

The invention relates to a slit type fishway experimental device with a plurality of stages of falling sills and grooves. The device mainly comprises a water inlet system connected with a water circulation system, a water retaining system connected with the water inlet system, and a water outlet system connected with the water retaining system. A water flow flows into the water inlet system through a ground water tank of the water circulation system, flows into a water tank of the water retaining system through a water flow buffer tank in the water inlet system, flows from a tail pond in the water inlet system into an underground pond through the water tank, and flows back into the ground water tank of the water circulation system through a draft tube.The water flow of the ground water tank is controlled by an upstream manual control valve, and the water flow of the tail pond is controlled by a downstream manual control valve. The device provided by the invention adopts the water circulation system, can recycle experimental water and reduces an experimental water volume and cost; three stages of falling sills are in fit with grooves so as to relatively more equally distribute energy dissipation to each energy dissipation part, improve the energy dissipation efficiency and reduce the degree of disorder of the water flow; and in a controllable range of the water flow, the flow rate and flow regime of the water flow are relatively closer to natural conditions, so a fish putting experiment meets actual conditions.

The invention relates to a vertical clearance type fish passing effect experimental system which comprises a water inlet system connected with a water circulation system, a water blocking system connected with the water inlet system and a water outlet system connected with the water blocking system. The water circulation system comprises a water suction pump, an overground water pool, an underground water pool, an upstream control valve and a downstream control valve. The water inlet system comprises an upstream flashboard and an upstream fish resting pool. The water blocking system is composed of a plurality of stages of fishponds. The water outlet system is composed of a downstream fish resting pool, a downstream water flow buffering box and an underground water pool. The vertical clearance type fish passing effect experimental system can be used for studying and analyzing hydraulics turbulent energy dissipation problem, a fish migration problem and hydraulics experimental model demonstration, due to the fact that the experimental system and an actual fishway partial project are built with a proportion of 1:1, the flow regime of the water flow in a fish passing facility is truly reflected, and the reliability and the accuracy of a water flow field in a fishway and the analysis of the fish passing effect are further guaranteed.

The invention discloses a flood discharge energy dissipater in a flood discharge channel and can promote the flood discharge energy dissipation efficiency of a water conservancy dam or a hydropower dam. The flood discharge energy dissipater comprises a flood discharge channel equipped with separation piers. The separation piers are equipped with wide-tail energy dissipation piers, the width of which gets bigger along the water flow direction. The bottom of the wide-tail energy piers and the channel surface of the flood discharge channel are separated with a certain distance. The top of the wide-tail energy dissipation piers is equipped with a bevel of minus 10 to 15 degrees, so the top acts as a water passing area and a water tongue jetting from the top jets freely and then flows out of the dam. Thus, the water flow forms an energy dissipation model of the free water jetting plus the longitudinally stretched water flowing plus the bottom flowing, so the water flows are fully mixed outside the dam to promote the energy dissipation efficiency to over 50 percent. The invention is applicable in all large, medium and small water-flow water-conservancy dams and hydropower dams.

The invention relates to a bidirectional inflow whirling current type shaft facility for flood discharge and energy dissipation in a dam, and aims to solve the problems of small flood discharge volume, low energy dissipation efficiency, difficult aeration of wall surfaces and strong shaft vibration of the existing whirling current shafts in high dams with high water head and flow. A volute chamber is communicated with feed canals through a water inlet on the volute chamber, water outlets of the two feed canals are symmetrically arranged on left and right sides of the volute chamber in an opposite direction, currents entering into the volute chamber from the two feed canals form a 180-degree included angle, the volute chamber is provided with an air vent at the upper end and a transition section at the lower end, a shaft section is connected to the lower end of the transition section and provided with a plurality of sections of hole blocking bodies which are arranged at an interval, a water pillow pool is arranged at the bottom of the shaft section, and a water outlet section communicating with the shaft section is arranged at the upper end of the water pillow pool. According to the shaft facility, the water inlets of the volute chamber are bidirectional and form 180 degrees so as to increase the flood discharge capacity; and the shaft is designed into a whirling current type energy dissipater provided with hole blocking bodies arranged at an interval so as to increase the energy dissipation efficiency of the currents, avoid cavitation damage and cavitation problems of the existing whirling current shafts, and reduce the shaft vibration simultaneously.

The invention discloses a step type and spiral reverse rotation bottom sill type combined energy dissipation facility and an energy dissipation method and relates to the technical field of dam flood discharge and energy dissipation. A step type and spiral reverse rotation bottom sill type combined energy dissipation facility body comprises an overflow weir, a step structure, a spiral impeller structure and a plunge pool; the step structure comprises multiple step units and is fixed on a straight line section of the overflow weir, and each step unit comprises a step curved surface, a step vertical surface and pier structures; the spiral impeller structure comprises multiple double-spiral impeller units, and each double-spiral impeller unit comprises impellers, rotating shafts, ball bearings and fixing parts; the spiral impeller structure is fixed on a reverse curve section of the overflow weir through a base. The step structure and the spiral impeller structure are assembled on the overflow weir, the energy dissipation mode of the overflow weir is improved, higher energy dissipation and erosion control efficiency and prominent engineering practical value are realized, and the application prospect is broad.

The invention relates to a special surface drip irrigation emitter capable of automatically cleaning blocking antibiotic membranes. The special surface drip irrigation emitter is characterized by comprising a dripper body disposed in a drip irrigation tube, two end adhesion surfaces are disposed at the outermost ends of two axial sides of the dripper body, two water outlets are arranged on the dripper body and positioned on inner sides of the two end adhesion surfaces, two groups of flow channels are radially arranged on the dripper main body at intervals and positioned between the two water outlets, each group of flow channels consists of a plurality of flow channels axially disposed and communicated with each other, two water inlets are arranged at one end of the dripper body and positioned among the two groups of flow channels and the corresponding water outlet at intervals, a trash rack is arranged on each water inlet, each group of flow channels is connected with the corresponding water inlet, two flow buffering areas are axially arranged on the surface of the dripper body and between the two groups of flow channels, a plurality of water retaining components are arranged inside each flow buffering area in a staggered manner, a radial side of each flow buffering area is correspondingly communicated with one group of flow channels, and two axial ends of the two flow buffering areas are correspondingly communicated with the water outlets at the corresponding ends.

The invention relates to a shaft with the vertical eddy-flow energy dissipaters of hole stoppers. The problems of low energy dissipation rate, difficult aeration of a wall face, large vibration of a shaft and the like, which occur in an eddy-flow shaft of a traditional high dam with a high water head and large flow rate, can be effectively solved, so that the energy dissipation rate of a drainage passage is enhanced, and the phenomena of vibration of a shaft and cavitation, cavitation corrosion and destruction of a wall face are also reduced or avoided. The shaft with the vertical eddy-flow energy dissipaters of the hole stoppers is characterized in that a volute chamber is communicated with a water diversion channel by a water inlet on the volute chamber, the upper end of the volute chamber is provided with a vent hole, the lower end of the volute chamber is provided with a transition section, the lower end of the transition section is connected with a cylindrical shaft section, a plurality of sections of hole stopper bodies arranged at intervals are arranged on the shaft section, the bottom end of the shaft section is provided with a water cushion pool, and the upper end of the water cushion pool is provided with a water outlet section communicated with the shaft section; according to the shaft with the vertical eddy-flow energy dissipaters of the hole stoppers, the shaft section is designed into the eddy-flow energy dissipaters of hole stoppers arranged at intervals, so that the energy dissipation efficiency of water flow can be increased, and the problems of cavitation corrosion and cavitation, which are easy to occur in a traditional eddy-flow shaft, are avoided; and meanwhile, the vibration of the shaft can be effectively reduced.

The invention relates to a laminated self-adaptive drip irrigation emitter and a use method thereof; the laminated self-adaptive drip irrigation emitter is characterized by comprising a emitter shell body; both ends of the emitter shell body are respectively provided with a butting joint; two groups of arc tooth-shaped energy dissipation runners are arranged on the outer wall of the emitter shell body; a structure area and a buffer area are arranged between the two groups of arc tooth-shaped energy dissipation runners; positions on the two groups of arc tooth-shaped energy dissipation runners which are close to the structure area are provided with wall surface water inlets which are communicated with the inside of the emitter shell body, and the positions of the two groups of arc tooth-shaped energy dissipation runners which are close to the buffer area are provided with outlets which are communicated with the buffer area; both ends of the outer wall of the emitter shell body are respectively provided with a circle of water collection runner which is communicated with the buffer area; a capillary is wrapped outside the emitter shell body, and water outlets are arranged on one or two ends of the water collection runner on the capillary; positions in the emitter shell body which are close to butting joints on both ends are respectively provided with a water inlet and outlet laminate; two energy dissipation laminates are arranged between the two water inlet and outlet laminates; an elastic diaphragm is arranged between the two energy dissipation laminates; and the wall surface water inlets are arranged between the two energy dissipation laminates.

The invention relates to a degradable anti-clogging underground drip irrigation pipe and a manufacturing method thereof. The degradable anti-clogging underground drip irrigation pipe is characterized by comprising a drip irrigation pipe, and a plurality of irrigation emitters are arranged on the inner wall of the drip irrigation pipe at intervals; drip irrigation ports are arranged on the drip irrigation pipe in the positions corresponding to water outlets of the irrigation emitters; each irrigation emitter comprises an upper irrigation emitter piece and a lower irrigation emitter piece buckled together; two grid water intake regions are arranged on the bottom face of the upper irrigation emitter piece at intervals, one set of grid water intake ports are arranged in each grid water intake region, and one circle of roundabout and zigzag flow passage is arranged on the periphery of each grid water intake region; one sides of the two circles of roundabout and zigzag flow passages are communicated via a first-stage flow passage, and the first-stage flow passage also communicates the two grid water intake regions; the other sides of the two circles of roundabout and zigzag flow passages are communicated via a converging flow passage, and a pressure compensating region is arranged in the converging flow passage; a water outlet is arranged on the lower irrigation emitter piece in the position corresponding to the pressure compensating region; and a pressure compensating piece is arranged between the pressure compensating region and the water outlet, and the pressure compensating piece is fixed on the inner edge of the pressure compensating piece via two points.

The invention discloses a hedging type flood discharging and energy dissipation structure and method. The hedging type flood discharging and energy dissipation structure comprises a stilling basin, atunnel is arranged on the periphery of the stilling basin, one end of the tunnel communicates with a reservoir, and the other end of the tunnel correspondingly communicates with two opposite inner side walls of the stilling basin through branched pipes. By adopting the technical scheme of the hedging type flood discharging and energy dissipation structure, during the flood discharging of the reservoir, a valve A and a valve B are opened, so that water flow in the reservoir flows into the stilling basin sequentially through the tunnel, the branched pipes and the two opposite inner side walls ofthe stilling basin, the water flow mutually hedges and collides a flood discharging water tongue in the stilling basin, energy of the flood discharging water tongue and own jet flow is dissipated inthe collision process, and then the water flow falls to the bottom of the stilling basin. A water cushion is arranged at the bottom of the stilling basin to eliminate the rest energy in the water flow, so that the energy in the water flow is sufficiently dissipated, the washing of an underwater bed, a bank slope and other buildings is reduced, the energy dissipation efficiency is improved, the safety of the downstream buildings is ensured, and the washing action force of the water cushion is reduced.

The invention discloses a seawall protective structure capable of high-efficiency combined energy dissipation. The backwater slope surface, the levee crown and the upstream slope surface successivelydefine a seawall protection structure body with the cross section being of a trapezoidal structure, the backwater slope surface and the upstream slope surface are located on the two sides of the leveecrown correspondingly, and the upstream slope surface is composed of wave walls, energy dissipation steps, an energy dissipation platform and an energy dissipation slope which are successively arranged from top to bottom. According to the seawall protective structure capable of high-efficiency combined energy dissipation, energy dissipation facilities of conventional seawall engineering are optimized, an energy dissipation step-wide tail pier-special shaped energy dissipation block combined energy dissipation form is provided, the energy dissipation efficiency of seawall engineering can be improved, the length of the upstream slope surface can be shortened, the engineering quantity is decreased, and the engineering cost is lowered; and the wave walls can prevent waves from overflowing a seawall, and the problem that waste caused by increasing the height of the seawall to prevent the waves from overflowing the seawall when the waves are high is solved.

The invention discloses a dam body flood discharging and energy dissipating arranging method for a concrete-faced rockfill dam. The method includes that 1 a spillway is arranged along the downstream dam face in the direction from the dam top of the concrete-faced rockfill dam to a river bed at the dam bottom, the spillway is composed of an overflow weir arranged at the dam top, a discharging groove formed in the downstream dam face and a stilling pool arranged at the position of the river bed at the dam bottom, the weir top width of the overflow weir is 1-3 times as large as the seam width of a concrete face, the seam width of the overflow weir is consistent with that of the concrete face, the width of a weir head of the overflow weir is smaller than or equal to 4m, and the single-width discharging quantity is smaller than or equal to 15m<3> / s*m; 2 a base plate of the discharging groove is arranged to be of a step structure and formed by pouring concrete or laying squared stones, the step height is 0.8m-1.2m, and pull steel bars are arranged in steps and embedded in a dam body rockfill body. The method has the advantages of optimizing junction layout, solving the problem that the spillway on the bank side is difficult to arrange, omitting excavation of spillways in bank slopes and reduces project investment.

The invention discloses a stilling basin system, which comprises a stilling basin and is characterized in that the water inlet end of the stilling basin is downwards recessed to from a buffer stilling groove; the height of the bottom surface of the stilling basin positioned in front of the buffer stilling groove is greater than the height of the bottom surface of the buffer stilling groove; flow division plates are upwards arranged on the bottom surface of the stilling basin positioned in front of the buffer stilling groove at intervals; the back end of each flow division plate is connected with the upper side of the front end of the buffer stilling groove; the whole of the flow division plate is in a horizontal state; a gap through which bottom layer water flow passes is formed between the flow division plate and the bottom surface of the buffer stilling groove arranged in front of the buffer stilling groove; and a flow guide structure used for guiding the bottom layer water flow of the flow division plate to upwards move and to realize the collision merging with the upper layer water flow of the flow division plate is formed at the back part of the flow division plate. The stilling basin system has the advantages that the energy carried by the water flow per se is ingeniously used for energy dissipation; and the advantages of implementation convenience, low cost, high energy dissipation efficiency, long service life and the like are realized.

The invention discloses a flood-discharge tunnel-based combined energy dissipater synchronizing flood discharge and power generation. The energy dissipater comprises a water inlet tower, an underground main powerhouse, a contact hole, a main transformer chamber with a transformer, a vertical shaft, a tail water pipe, a tail water branch tunnel and a pressure-free tail water tunnel. The water inlet tower is provided with a water inlet, the water inlet tower guides water in a flood-discharge tunnel into the underground main powerhouse through a pressured water flow tunnel, a water turbine power generator is disposed in the underground main powerhouse, water flows generate power and dissipate energy through the water turbine power generator, current is guided to a ground step-up substation through the contact hole, the main transformer chamber and the vertical shaft, and the water flows flow into a downstream water channel through the tail water pipe, the tail water branch tunnel and the pressure-free tail water tunnel. The energy dissipater has the advantages that the energy of the flood-discharge water flows in the tunnel is converted into electric energy so as to achieve energy dissipation, energy of surplus water is fully utilized, the flow speed of the tail water acquired after surplus water power generation is quite low, surface rotation of downstream water is reduced greatly, downstream ecological environments can be improved effectively, and the dissipater is widely applicable to in-tunnel flood discharge of different flow rates.

The invention discloses a bottom-sudden-expansion gyrating shaft well flood discharging tunnel. The flood discharging tunnel comprises a lock chamber, an upper flat section, a volute chamber, a contraction section, a shaft well vertical section, a slope section and a flood discharging tunnel body. A sudden-expansion vertical section is disposed on the vertical lower portion of the shaft well straight section; the axes of the sudden-expansion vertical section and the shaft well vertical section are located on the same straight line, and the diameter of the sudden-expansion vertical section is larger than that of the shaft well vertical section; the sudden-expansion vertical section is connected with the shaft well vertical section through a connecting section, and the connecting section isin smooth transition connection with the shaft well vertical section; an outlet of the shaft well vertical section is correspondingly connected with an inlet of the connecting section; an outlet of the connecting section is correspondingly connected with an inlet of the sudden-expansion vertical section; the bottom of the sudden-expansion vertical section is sealed; an outlet is formed in the sidewall of the sudden-expansion vertical section; and an inlet of the slope section is correspondingly connected with the outlet of the sudden-expansion vertical section so that the slope section communicates with the sudden-expansion vertical section. The flood discharging capacity of a gyrating shaft well is improved, the energy dissipation efficiency and effect are improved, and the flood discharging burden of an existing gyrating shaft well flood discharging tunnel is reduced.

The invention discloses a combined energy dissipator. The combined energy dissipator comprises a plurality of energy dissipator bodies which are arranged side by side, and each energy dissipator bodycomprises an overflow dam, energy-dissipation steps, flaring piers and a stilling pool, wherein the step profile of each energy-dissipation steps is shaped like the lower part of an ellipse, the upperend of the energy-dissipation steps is connected with the top of the overflow dam, the lower end of the energy-dissipation steps is connected with the front ends of the flaring piers, and the rear ends of the flaring piers are connected with the stilling pool through inverted arc sections. Gate piers are arranged between the energy dissipator bodies, and the gate piers keep extending to the rearends of the flaring piers from the front ends of the overflow dams. By means of the combined energy dissipator, the lengths between the energy-dissipation steps and the stilling pool can be effectively reduced, the engineering quantity is reduced, the engineering cost is reduced, and energy loss can be efficiently reduced.

The invention discloses an overflow weir and elastic force type stilling pool combined energy dissipation structure and an energy dissipation method. The overflow weir and elastic force type stillingpool combined energy dissipation structure comprises an overflow weir and a stilling pool, the overflow weir comprises a WES straight line section and a WES ogee section, the WES straight line sectionis connected to the WES ogee section, a rotating shaft part is arranged at the joint, a hydraulic jacking device is arranged at the bottom of the tail part of the WES ogee section, the tail part of the WES ogee section of the overflow weir is connected to the stilling pool, the stilling pool comprises a stilling pool head part, a stilling pool middle part and a stilling pool tail part, the tail part of the WES ogee section of the overflow weir is connected to the stilling pool head part, and more than one rubber support is arranged under a base plate of each of the stilling pool head part, the stilling pool middle part and the stilling pool tail part. According to the overflow weir and elastic force type stilling pool combined energy dissipation structure and the energy dissipation method, the ascending height of the hydraulic jacking device is adjusted, so that the height difference between the WES ogee section of the overflow weir and the stilling pool head part can be adjusted, thepurpose of energy dissipation can be achieved, and in the pouring process, the rubber support are arranged under the base plate of each of the stilling pool head part, the stilling pool middle part and the stilling pool tail part, so that energy dissipation can also be carried out.

The invention discloses a stepped graded spillway with an energy dissipation effect, and belongs to the technical field of water conservancy and hydropower building engineering. The spillway comprises a first-stage stilling pool, a first-stage chute, a second-stage stilling pool, a third-stage stilling pool, a second-stage chute, a fourth-stage stilling pool and an apron which are sequentially arranged from upstream to downstream, the upstream side of the first-stage stilling pool is connected with a flood discharge tunnel, and the downstream side of the apron is smoothly connected with an original river channel. The spillway is arranged at an outlet of the spillway tunnel, and spillway water flows through the multi-stage stilling pool and the multi-stage chute to fully dissipate energy and then is discharged into an original river channel, so that scouring to the original river channel is relieved, and the safety of downstream buildings is guaranteed; meanwhile, due to the fact that the first-stage stilling pool, the first-stage chute, the second-stage stilling pool, the third-stage stilling pool, the second-stage chute and the fourth-stage stilling pool are each of a closed structure in the transverse direction, flood discharge atomization can be prevented from being caused in the energy dissipation process.

The invention belongs to the technical field of hydraulic engineering, and discloses a combined energy dissipation wall for hydraulic engineering. The combined energy dissipation wall for hydraulic engineering comprises a wall body, wherein a mounting groove is formed in the wall body, four auxiliary oil cylinders are fixedly mounted at the bottom of an inner cavity of the mounting groove, a base is fixedly mounted at the tops of the auxiliary oil cylinders, a main oil cylinder is fixedly mounted at the top of the base, and a limiting ring is fixedly mounted on the outer surface of the top of the main oil cylinder. According to the combined energy dissipation wall for hydraulic engineering, when oncoming impact water impacts a cambered surface wall through the cambered surface wall, the flowing direction of the oncoming impact water can be changed, the flowing direction of the oncoming impact water can be changed, the oncoming impact water flows downwards, the oncoming impact water directly impacts the inclined surface of a buffering plate, and the buffering plate moves downwards under pressure, so that a damping spring and a hydraulic mechanism which are lowered are driven to buffer water pressure, impact energy of water energy is partially converted into heat energy and elastic potential energy of the damping spring, then partial energy of water flow is converted, and the energy is counteracted.

The invention discloses a stilling pool with a continuous incident angle. The stilling pool with the continuous incident angleconsists of an inflow section, a stilling pool, and a tail sill, wherein the inflow section, the stilling pool, and the tail sill are sequentially arrangedin the water flow direction, diffuser sills are arranged on a bottom slope of the tail end of the inflow section, and the two diffuser sills are symmetrically arranged on the left and right sides of the inflow section; the upper surface of each of the diffuser sills is a circular arc surface in the direction of the water flow, the upper surface of each of the diffuser sills is in smooth engagement and transition with the bottom slope, and the height from the corresponding bottom slopeincreases gradually in the water flow direction; the lower surface of each of the diffuser sills is fixedly connected with the corresponding bottom slope, one side wall of each of the diffuser sills is fixedly connected with the side wall of the corresponding inflow section, the width of each of the diffuser sills in the direction of the water flow graduallydecreasesin a linear mode until decreases to zero at the tail end of the inflow section, thus a flared groove is formed in the middle of the tail end of the inflow section. According to the stilling pool with the continuous incident angle, the mixing effect of water body in the stilling pool and the energy dissipation efficiency of the stilling poolcan be greatly improved.

The invention discloses a viscous damping wall, and relates to the technical field of building structure vibration reduction and earthquake proofing. The viscous damping wall comprises a lower container, an inner inserting plate and butting components, wherein the lower container comprises two wall plates in parallel arrangement at intervals; the two wall plates are connected at two sides throughside walls; an accommodating cavity is formed between the two wall plates; a viscous material is accommodated in the accommodating cavity. An inner inserting plate is arranged in the accommodating cavity and is parallel to the wall plates; the inner inserting plate and the two wall plates are in arrangement at equal intervals; stiffening ribs are arranged on the inner inserting plate. Meanwhile, the butting components are arranged on two side surfaces of the inner inserting plate; the butting components are glidingly abutted against the wall plates. The viscous damping wall has the advantagesthat the surface outer rigidity of the inner inserting plate of the damping wall can be improved; the energy dissipation efficiency of the viscous material is improved; the manufacturing and installing work is simplified.

An ecological protection slope for preventing geological disasters comprises a slope body provided with multiple layers of steps, protection structures are arranged on the steps of the slope body, the protection structures are a plurality of waste tires which are continuously and horizontally arranged and fixed to the steps, the waste tires between the adjacent layers of steps are tightly arranged in a staggered mode, the front ends of the waste tires stretch out of the corresponding steps, the front ends of the waste tires stretch out of the corresponding steps. a nutrient soil layer and a cobblestone layer are arranged in each waste tire from bottom to top, deep root system plants are planted in the nutrient soil layers, annular water absorption layers surrounding the bottoms of the nutrient soil layers are arranged below the nutrient soil layers, and the annular water absorption layers are arranged on the tire sides of the lower edges of the waste tires. The waste tires are reasonably applied to disaster prevention engineering, the waste tires can be directly used as construction materials without any treatment, the problem of environmental pollution caused by waste tire treatment in the past is solved, and meanwhile the method is convenient in mounting, high in working efficiency, low in cost, economical and environmentally friendly.

The invention discloses a porous confluence hedging energy dissipation structure for a hydraulic structure and an implementation method, which comprises a water inlet part, an intermediate gate and a water outlet part, and an intermediate gate is installed between the water inlet part and the water outlet part. The first diversion trapezoidal pier, the second diversion trapezoidal pier and the partition wall of the energy dissipation structure separate the water inlet from two major water inlets, and each water inlet is composed of a set of main holes and side holes, consisting of This makes the entire water inlet into a multi-hole water inlet shape, and due to the vertical impact of the longitudinal water flow discharged from the main hole, the opposite impact of the water flow discharged from the side holes close to the two walls is weakened to a certain extent. At this time, the phase-staggered collision energy dissipation is The main energy dissipation method, in order to ensure the safety of the structure, the main hole and the side hole need to be opened and closed synchronously at any time during the operation of the project, so as to prevent the horizontal water flow from impacting on the protective side wall when one side hole is opened alone, and the longitudinal flow discharged from the first main hole The water flow collides orthogonally with the horizontal "water wall" formed by the vertical deflection that is discharged near the side hole of the side wall at the narrow section of the beam.

The invention relates to a water adding system of a ship lock and a construction method thereof. A technical problem to be solved is to provide a water adding system of the ship lock and a construction method thereof. The water adding system has the advantages of high energy dissipation efficiency, full utilization of lock head space, even water level surge height, favourable current joining condition and simple structure, can effectively solve energy and flow state distribution of high-speed current, and can expand new research field for design and type selection of moderate lift lock water delivery system. The technical scheme solving the problem is as follows: the water adding system of the ship lock comprises a lock head baseplate, lock head side blocks, a lock chamber baseplate and alock chamber. The water adding system is characterized in that a water blocking wall and a lock head screen wall are connected between the lock head side blocks on two sides; a group of tongue-flap shape water inlets with vertical fall are arranged between the water blocking wall and the lock head screen wall; an annular water delivery corridor communicating the water inlet with the lock chamber is arranged in the lock head side block, and an energy consumption chamber is arranged between the outlet end and the water inlet of the annular water delivery corridor. The invention is mainly suitable for water conservancy and hydropower engineering and water transport traffic engineering.

The invention discloses a novel spillway energy dissipation system with an arc-shaped cylindrical side wall. The novel spillway energy dissipation system slightly scours downstream riverways and bank slopes, has a low cost, a simple and compact structure and high flood discharge capacity, is free from flood atomization, shortens the length of a downstream stilling pool, has a long service life, is resistant to impact, is high in durability, and organically combines energy dissipation by trajectory jet, ladder energy dissipation, arc-shaped cylindrical side wall energy dissipation, energy dissipation by surface flow and energy dissipation by underflow into a whole. The novel spillway energy dissipation system consists of a transition section, a step, an arc-shaped cylindrical side wall, a flip bucket, sawteeth and an energy dissipation ridge. A water flow reaches the step and the arc-shaped cylindrical side wall section through the transition section, the flip bucket is connected to the tail end of the step to pick the water flow to the downstream sawtooth section, the energy dissipation ridge is connected behind the sawtooth section, and the water flow finally enters the riverway through the energy dissipation ridge.

The invention discloses an overflow weir and elastic force type stilling pool combined energy dissipation structure and an energy dissipation method. The overflow weir and elastic force type stillingpool combined energy dissipation structure comprises an overflow weir and a stilling pool, the overflow weir comprises a WES straight line section and a WES ogee section, the WES straight line sectionis connected to the WES ogee section, a rotating shaft part is arranged at the joint, a hydraulic jacking device is arranged at the bottom of the tail part of the WES ogee section, the tail part of the WES ogee section of the overflow weir is connected to the stilling pool, the stilling pool comprises a stilling pool head part, a stilling pool middle part and a stilling pool tail part, the tail part of the WES ogee section of the overflow weir is connected to the stilling pool head part, and more than one rubber support is arranged under a base plate of each of the stilling pool head part, the stilling pool middle part and the stilling pool tail part. According to the overflow weir and elastic force type stilling pool combined energy dissipation structure and the energy dissipation method, the ascending height of the hydraulic jacking device is adjusted, so that the height difference between the WES ogee section of the overflow weir and the stilling pool head part can be adjusted, thepurpose of energy dissipation can be achieved, and in the pouring process, the rubber support are arranged under the base plate of each of the stilling pool head part, the stilling pool middle part and the stilling pool tail part, so that energy dissipation can also be carried out.

The invention relates to an integrated super-discharge energy-dissipation flood-overflowing unit. The unit comprises an inlet overflow weir, wherein a chute is formed in the downstream of the inlet overflow weir; a water-falling energy dissipater is formed in the chute; the inlet overflow weir is a compound key overflow weir; the compound key overflow weir comprises a weir body; a forward triangular pier and a reverse triangular pier with horizontal bottom surfaces are staggered at the top of the weir body; the length in the water flow direction of the bottom surfaces of the positive triangular pier and the reverse triangular pier exceeds the thickness of the top end of the weir to form a weir front cantilever and a weir rear cantilever; a partition is arranged between the positive triangular pier and the reverse triangular pier. Compared with the conventional overflow weir, the compound key overflow weir has the advantages that the flow coefficient is remarkably increased; water heads acting on the weir are obviously reduced, so that a condition of heightening the dam for dealing with the exceeding flood caused by dam break and extreme climate. The integrated super-discharge energy-dissipation flood-overflowing unit is simple in structure and low in upgrading, improving and maintaining costs; by virtue of the open type arrangement, the sand is easily discharged; the unit is especially suitable for upgrading and improvement of the built wide-top weirs or practical weir flood spillway.

The invention discloses an ecological fish way with staggered spacer block structures. The ecological fish way comprises fish way side walls, a bottom plate, a plurality of hollow spacer block structures and the like, each spacer block structure comprises a straight section partition plate and an arc section partition plate, flow regulating water passing joints are arranged on the straight section partition plates and the arc section partition plates, the spacer block structures are arranged on the inner fish way side walls, the straight section partition plates are obliquely crossed with the inner side walls, an extended section is formed between the arc section partition plates of two opposite spacer block structures, a certain distance is reserved between the adjacent spacer block structures, and the fish way is divided into a plurality of cell compartments which are mutually communicated through the extended sections among the arc section partition plates. First cavities are formed in the fish way side walls, and driving plates are arranged inside the first cavities. Water flow in the ecological fish way naturally wriggles, the shortcoming of high water flow speed at a vertical slot of a traditional vertical slot fish way is effectively avoided, the influence of water conservancy and hydropower projects on fish migration can be reduced, and ecological protection of rivers is facilitated.

The invention relates to an aeration structure and energy dissipation method of a vertical face angle and plane angle changing first level transition stair, and belongs to the field of aeration and cavitation reducing of hydraulic structures in hydraulic and hydro-power engineering. The purposes that the negative pressure is cut down and the air cavitation damage degree is reduced due to the factthat the angles of a first level vertical face stair and a plane stair of a WES overflow weir linear segment are changed freely are achieved. Through the optimization of the aspect of the first levelstair of the WES overflow weir linear segment, firstly, the negative pressure on the WES overflow weir linear segment stair is greatly reduced; secondly, the air cavitation damage degree of the WES overflow weir linear segment stair is obviously reduced; and thirdly, the whole flow state of water flow has no larger change under all levels, and it is indicated that the type of angle change does notaffect the normal flood discharge in actual engineering cases under the circumstances of cutting down the negative pressure and the air cavitation damage degree.