CN103993587A - Bridge type river and tide water-power and wind-power combined power generation corridor - Google Patents

Abstract

A bridge type river and tide water-power and wind-power combined power generation corridor is composed of a full-bridge type river water-power and wind-power combined power generation corridor, a shore bridge type river water-power and wind-power combined power generation corridor and a bridge type tide water-power and wind-power combined power generation corridor which are respectively a combiner of a tree-shaped wind power generation device (1) built on a bridge plate and a tree-shaped water power generation device built below the bridge plate. In order to effectively utilize the abundant water power resources and the wind power resources in China, the bridge type river water power, tide water power and wind power combined power generation technology is provided, the bridge type river water power, tide water power and wind power combined power generation corridor is built by combining the river water power with tide water power and wind power so that natural energy can be effectively utilized for power generation, more electric energy is provided for people, and the degree of dependence on underground resources such as petroleum and coal is decreased.

Description

Bridge-type rivers morning and evening tides waterpower wind-power combined generating gallery

Technical field

The invention belongs to natural energy and utilize technical field, is to utilize waterpower wind-force to carry out the technology of centralized power generation, Here it is bridge-type rivers morning and evening tides waterpower wind-power combined generating gallery.

Background technology

Existing wind-power electricity generation is still and uses montant transverse axis three leaf generation technologies, existing hydroelectric generation is still uses traditional generation technology constructing a dam to store water, there is no at present the generation technology of effective morning and evening tides waterpower, montant transverse axis three leaf generation technologies can not effectively utilize wind-force, construct a dam to store water generation technology except can not effectively utilizing waterpower, also be harmful to ecological environment, also there is the sorrow on the dam that collapses, not only there is abundant wind resource in China, also have abundant waterpower resourses, can utilize thousands of of the big or small rivers of waterpower, the huge current that import rivers can utilize, in the marine site that China is more than 300 ten thousand square kilometres, not only there are thousands of seat islands and reefs, also have the seashore waterline of more than 30,000 kilometer to have tidal water power wind-power electricity generation to be developed.

In order effectively to utilize waterpower resourses and the wind resource of China's abundant, a kind of bridge-type river water provided by the invention, morning and evening tides waterpower and wind-power combined generating technology, attempt river water, morning and evening tides waterpower and wind-force to join together, build a kind of bridge-type river water, morning and evening tides waterpower and wind-power combined generating gallery, to effectively utilizing natural energy generating, for people provide more electric energy, to reduce the degree of dependence to subterranean resource such as oil coals.

Summary of the invention

A bridge-river hydro tidal wind co-generation full-bridge river hydro corridor by wind cogeneration promenade, near the shore of the river hydro-wind power co-generation bridge promenade and bridge tidal hydro wind power co-generation promenade composition, whether it is full bridge, the bridge near the river shore wind power co-generation hydro corridor and bridge tidal hydro wind power co-generation promenade are building [1] and under the concrete slab of the building tree "tree wind power installations" in the bridge board hydro-shaped assembly device, and the assembly each "tree of the wind power generation device" and the tree is a joint means hydroelectric power plants, and more than one such combined power generation plant constitutes corridor, and "tree wind power generation device "is based on the construction of the ground yurt-style power plants, wind power can not be built in a joint hydro power plants, cogeneration plant is based on the construction of the deck yurt-style power plants," the tree of wind power device "installed in the bridge board side, hydroelectric power device installed in the bottom of the tree deck, so water can not build a wind power plant in the field combined basis, for joint power plant is concerned, when there is no wind, hydroelectric installations to maintain the tree generation, when there is no When water, "wind power generation device tree" maintenance power, when there is a hydro-wind force generating means two, and the composition of the present invention is primarily tree hydroelectric apparatus and the "tree of the wind power generation device" will be described, the "tree like wind power device "is the use of wind power into electrical energy technologies, tree hydroelectric installations into electricity using hydro technology, the physical properties of water is different from the air, the main difference is: one, the water is liquid, water There are obvious 's freefall features, and no apparent freefall airflow characteristics, 2, have better air flow than controllability, simply follow the water to flow axiom, call it east to east, called It westward it westward, call it pause pause, tidal water is a unique natural water, usually there is water where there is a strong wind, the present invention is the use of physical properties of water and air flow characteristics for layout design, its technical solutions to solve the technical problems are: the water flow and water level has a generating capacity of perennial poor ability on no navigable rivers, construction of a full-bridge river hydro wind power co-generation promenade, with a generating capacity in on the river's water flow and water level difference and have a navigation capabilities, building a bridge near the river shore wind power co-generation hydro corridor, at the mouth of the wind with a tidal water, shoreline, reefs, shallows, tidal hydro wind bridge construction co-generation gallery, either full-bridge river hydro corridor wind co-generation, or near shore wind power co-generation bridge river hydro corridor, hydro or wind power co-generation tidal bridge promenade, river water flow is directed water, a perennial traffic changes, tidal currents flowing water regularly, there are tides to change the direction of flow, and the wind is amorphous difficult to control air flow, the promenade on the river hydroelectric construction, all the rivers the river is divided into three parts or two parts, construction on the river full-bridge river hydro wind power co-generation promenade, the middle is hydroelectric channel, flanked by flood waterways, building on the shore of the river near the bridge of the river hydro-wind joint power corridor, the middle is the river navigable waterways, both sides or one side of the channel is hydroelectric construction in rivers and the sea port, coastal tidal hydro wind waterline, reefs, shoals at the co-generation promenade, tidal hydroelectric channel Ying Chao built the hydro-wind power co-generation system were the main structure of the promenade by the hydroelectric channel, deck, hydro power rotor, underwater support structure and the "Tree of wind power device" drive shaft assembly kit consisting of a connecting structure, Here, the term refers to hydro power rotor is mounted on its hydraulic capacity torque shaft (ie rotor axis) Short axis 'move the water leaves' constitute a dynamic impeller rotation diameter is 'move the water leaves' outer end surface of the rotating when to draw the cylinder diameter, which is different from the commonly used 'rotor' term concept, its structural features are, first, the hydraulic capacity torque shaft centrifugal disc body is not used to bear the load, it does not bear the centrifugal load, only transmission torque, second, along the short axis of the support shaft mounted on the shaft of the hydraulic torque produced by the equidistant angles arranged in a spiral manner, each of the pivot shaft exclusively short hydraulic torque producing a radial plane of the axis position, each bear the installation centrifugal load at both ends thereof 'move the water blade', the third upper and lower 'move the water blades' center plane of symmetry of the leaf (or front) end surface of the symmetrical center line of the short axis of the support shaft with a predetermined distance, and the next Short distance from the end face of the spindle axis is greater than the distance between the upper end surface of the short axis of the support shaft, the 'move the water blade' Short leaf below the axis of the top area greater than the area of the top of the weight is slightly greater than the weight of the first Fourth, the 'move the water blade' the same on both sides of the short leaf fulcrum center plane of symmetry angle of 90 ° to each other, static with respect to a plane through the axis of the short axis of the support shaft and hydraulic torque produced at 45 ° to the axis of the clamp corner, fifth, in a dynamic time in order to produce a torque axis hydraulic cylinder is separated from the water sector in the future, is the impact of runoff side 'move the water leaves' central plane of symmetry so that the foliage with water to produce a torque shaft axis plane brake pads with full length shaft plane is moving, where runoff through 'move the water leaves' this side of the hydraulic torque capacity will lead to a large inflow of thrust, where the runoff produced by the other side of the hydraulic torque shaft 'move the water leaves' is runoff pushed up to the central plane of symmetry foliage with water to produce torque axis perpendicular to the axis, passing foliage and stream runoff go but suffered little resistance, every short branch Power thrust minus drag 'move the water leaves' axis on both sides by short fulcrum into the hydraulic torque capacity torque shaft or hydraulic capacity so that runoff can impact torque shaft side of 'trick water leaves' , sixth, whenever the hydraulic torque shaft rotation produced a turn, the hydraulic capacity of the short axis of the pivot shaft torque sequentially to forward 90 ° angle, reverse angle of 90 °, seventh, hydraulic torque shaft production steering according to the set direction of rotation, can not be reversed, hydroelectric power flow channel is the channel by the closure plate, diversion channel, swirling stream channel and reservoir tank constructed, which is the working space swirl channel hydraulic power of the rotor, the deck is Infrastructure joint hydro wind power plants, the same as the main structure of the tree with the main structure of the hydroelectric installations "tree wind power generation device" or similar supporting structure is submerged underwater hydro-dynamic bearing capacity hydraulic torque rotor shaft structure, the connection structure of the hydraulic assembly is a component of the shaft and the drive shaft torque capacity "tree wind power generation apparatus" integrally connected to the hydraulic power through a connection structure of the rotor assembly and the drive shaft "tree of the wind power generation device" in connection constitute the tree hydroelectric installations, a combination of two power plant in the center of the deck would constitute a yurt-style joint hydro wind power plant, construction of a hydroelectric power in the multi-channel hydraulic, wind yurts on the formation of a joint hydro power plant wind co-generation promenade, building capacity in the absence of navigable rivers and rivers full-bridge joint hydro wind power corridor, in the upstream direction of its hydroelectric channel with two closure panels and control mechanism, the two have streamlined The dimensions of the cross-sectional structure of the closure plate is the same as the geometry, the longitudinal length of the closure by the river water was the width of the existing manufacturing capability decided that its depth is determined by the vertical height of the closure of the river floods, the thickness and strength of the material selected from structural design decisions, outside the upper and lower end plates at the site of the longitudinal length of the closure of two central plane of symmetry, were set to install rotating ring structure on the site of the downstream face highly symmetrical center plane of the two closure panels were set up to install construct a fixed rope head on the riverbed upstream direction suitable location outside of the river hydroelectric channel flood waterways, load-bearing pillars were set to install shut-off plate rotating ring bearing pillars protrude in bed, cylindrical section of the water Under the Department is provided with a closure plate, installed at the upper end portion of the cylinder adapted to rotate the ring, the ring will rotate to suit each cylindrical segment of the load-bearing pillars, will turn the mount ring with two closure plates on the lower end surface structure at the site of the corresponding connection fixed on the upper surface of the rotating ring has capped park board, the center of the park board has injected lubricating holes and sealing plugs, the lower surface of the park board Face with the thrust bearing surface of the bearing pillar mate, and the closure plate weight and hydraulic load-bearing pillars to pass, in the dry season, if promote two hydroelectric channel closure plate steering central longitudinal vertical plane of symmetry, so that Its load-bearing pillars around the vertical centerline of rotation, the upstream end face of the two closure plate in the longitudinal center of symmetry perpendicular to the plane of hydroelectric channel bonding and adult shape, its downstream face away from the end face of hydroelectric channel entrance, turn on both sides waterway flood embankment, so the banks of rivers flowing Deep throat with its flow through the lower end face closure under the board on both sides of flood waterways, while hydroelectric power channel is little or no running water, in order to hydroelectric channel, tree hydroelectric device construction, in order to carry out the follow-up maintenance related structures, or important parts and components to be replaced, during the closure of the face plate board said center longitudinal vertical plane of symmetry to the center channel and hydroelectric vertical plane parallel to the flood came when flood flow to the downstream side by hydropower and flood channel waterways, rivers flowing in the normal steady flow period upstream end face of the steering board on both sides of the closure of two flood waterway embankment near or close to the surface of a figure eight, the the downstream end face closure plate abuts the end face of hydroelectric channel entrance, cut off the water flow through the spillway waterways, the two parts of the flow channel guide hydroelectric power, improve water flow through hydroelectric power and water channels, improve tree hydroelectric installations generating capacity, to achieve closure panels from two to eight chevron-shaped, or to operate from eight chevron-shaped state, by two closure plate control mechanism to implement, the layout of the two closure panels composed of control mechanism identical, both upstream and downstream, respectively, drive by wire rope, pulley and downstream vertical (perpendicular to the centerline of rope pulleys Face), the guide pulley on the downstream, upstream and downstream low-high drum, an upper large diameter drum, upstream and downstream water tank bracket upstream and downstream and upstream and downstream tank hanging pulley constituted a large diameter drum with high bracket between the upstream and downstream water tank, water tank is on the lower reaches of reinforced concrete hollow cylindrical body or square shape, weight and processing its own weight of water filled greater than the water acting on the closure plate longitudinal symmetry maximum pressure difference on both sides of the center line of the surface, a bottom surface on the downstream tank (maximum weight) from the ground surface height is greater than the closure plate from chevron-shaped turn angle to eight draw an arc on the downstream face of the corresponding chord length, has a water pump on the downstream water tank at the top surface of a suitable site, the pump has a tube straight through the bottom inlet, pump outlet hose connected with each other, on the downstream water tank the focus of the site is provided at the top surface of the drive rope rings installed head upstream and downstream transmission rope hooks and rings adapted its head with locking hook closure at the downstream face of the structure corresponding to the structure of the board adapted, in the upstream end face closure plate affixed two synthetic herringbone state position, respectively, both upstream and downstream transmission rope hooks attached to the corresponding structure at the downstream face closure panel and lock the, holding both the upstream and downstream transmission rope Another hook, respectively bypass downstream vertical pulley guide pulley on the downstream, upstream and downstream low drum, bypassing drum high up on the downstream, upstream and upstream transmission rope to board connector end face closure in the large-diameter drum the reverse (or cis) hour after the set number of laps wound, bypassing the drive rope installed upstream of the upstream tank support frame hanging pulley, which hook into the upstream tank installation rings, meanwhile, will and closure Downstream Downstream drive pulley rope hanging downstream face plate connections on the large-diameter drum along (or anti)-clockwise winding set number of laps, it will bypass the downstream transmission rope installed downstream of the tank support shelves, its hook installed downstream of the tank inside the rings, then, rivers upstream runoff to waterways by Deep flood flow downstream, when the flood comes, the top surface of the downstream open water tank pumps, the water inside the tank through a hose which injected upstream of the tank, inside the tank to reduce the amount of water downstream and weight loss, the amount of water inside the tank by force upstream aggravated when gravity is greater than the upstream flood water tank closure plate when the force of the difference between the upstream water tank connected with the upstream transmission rope drop , led the large-diameter drum anti-(or cis) clockwise, counterclockwise wrapped in the original large-diameter wire rope drum drive upstream side of unwinding, while the wound, the upstream transmission through upstream high wire rope drum, drum upstream low upstream guide pulley, the pulley to pull the upstream end face upstream vertical closure plate bearing pillars around the center of rotation to the direction of rivers, waterways open spillway, when faced with the closure plate board, said center plane parallel to the longitudinal vertical center plane hydroelectric channel flood of closure plate two the side surface of the force equilibrium is reached, the pump off at the moment when the downstream tanks, the upstream and downstream tank gravity will also be in equilibrium, the flood flow to downstream tile and sides of the channel through the spillway hydro waterways, this Meanwhile, the downstream face turned to the outside of hydroelectric channel closure plate, driving is locked in downstream transmission rope closure plate at the downstream face, bypassing the downstream vertical pulley guide pulley downstream downstream low drum, drum up around the downstream high, The original wound clockwise pulling the large-diameter drum in the downstream side of the drive rope is wound, while unwinding, so that the synchronous operation with a large-diameter drum, and downstream of the downstream tank connected to the drive rope and the weight loss due to the shift in the downstream gravity tank reaches equilibrium state, turn off the pump on it, waiting for the waters to recede, when the floods recede slowly, then turn the pump downstream of the top surface of the tank, so that the operation continues, and other rivers flood retreat perennial traffic levels upstream end face closure plate to the two waterways near flood embankment, its downstream face close to the inlet end face from eight hydroelectric channel shape, fill water tanks are low upstream, downstream tank was evacuated at a high level, this During flood water flowing waterways are two closure plate closure and some or most of the water flow flowing hydro channel, so that the entire bridge river hydro corridor of wind power generation capacity of the joint from the highest value to maintain the set value, when When the need for hydroelectric power channel and power generation equipment for maintenance, upstream of the tank by gravity under the control mechanism for the two closure panels to operate, it closed upon herringbone closed, full-bridge river hydro wind power co-generation hydro corridor generating channel to the river a central longitudinal vertical plane as a benchmark, in its symmetrically on both sides of the reinforced concrete building hydroelectric channel diversion dike, will be divided into three rivers, waterways, two diversion dike inside surface can be straight vertical, they can be turn off the vertical plane, the relative distance between the inner surfaces of the two straight vertical diversion dike between equal hydro power rotor rotating impeller diameter tree hydroelectric installations, where the channel between two hydroelectric diversion dike installed hydro power diversion embankment rotor called swirl channel, two diversion dike and river embankment height above the river water is greater than the depth of the river maximum flood waters, the bottom surface of the hydroelectric channel can be beveled or ladder plane, but its it must be the horizontal swirl channel, its over-current cross-sectional area depends on the selected maximum peak flow of rivers, a two-channel full bridge hydroelectric diversion dike upstream and downstream, respectively, the end face of the two end faces closure plate match, in the last one Tree diversion dike downstream hydroelectric installations of the rear face of the corresponding riverbed, across the river to dig deep for some T-shaped storage tank, so that the whole river's water flow to downstream through the middle of the groove, so that the rivers downstream segment to build full-bridge river hydro wind co-generation corridor, two diversion dike inside surface of straight vertical hydro channel, called bridge river hydro hydroelectric wind cogeneration straight channel promenade, its simple structure, construction investment less, but the water use efficiency of small, tree-axis hydraulic torque capacity hydroelectric device installed in the straight-through hydroelectric channel can be either a full clockwise rotation, can also be full of anti-clockwise rotation, also can be cis, trans-clockwise, depending on the selected designers 'move the water leaves' in designing the layout of hydraulic capacity torque shaft, two diversion dike is folded inside surface of the channel by a tree vertical hydro direction of rotation of the shaft torque hydraulic capacity hydroelectric device clockwise (Ying flow overlooking) is called a clockwise direction hydroelectric channel is producing hydraulic torque shaft all the tree bridge hydroelectric hydroelectric installations inside the gallery according clockwise, counterclockwise counterclockwise direction is called hydroelectric channel is producing hydraulic torque shaft all the tree bridge hydroelectric hydroelectric installations inside the gallery according to counter-clockwise, according to shun, in the counterclockwise direction is called the commutation hydroelectric channel that all tree-axis hydraulic torque capacity hydroelectric apparatus according to bridge inside the corridor hydro converter alternating direction of rotation, either clockwise hydroelectric channel, de clockwise Hydroelectric channel or channels for the hydroelectric power are produced with the hydraulic torque of the spindle axis as the center of the tree hydroelectric means, the torque produced by its shaft mounted on the hydraulic end surface of the radial impeller 'move the water blade' formed on When the rotation of the cylinder diameter, whichever draw to decide straight vertical hydro cyclone where the width of the channel in the channel, to determine the vertical hydro turn off the channel where the swirl passage in diameter, when the hydraulic power When the rotor is installed hydroelectric passage straight vertical swirl at the channel, are separated by water runoff produced torque shaft, but the flow direction of the same, when the hydraulic rotor mounted off hydroelectric power channel at turn vertical swirl channel, Hydraulic torque produced runoff axis offset toward the inlet side of the swirl channel and the outlet channel of the swirl flow tend to the other side, i.e. in the vortex channel of the incoming water flow direction of the deflected flow in the rotary diameter of the two-phase dislocation confrontation Road diversion dike constitute an arc vertical rotor hydraulic power cylinder operation space to turn off the channel vertical hydro cyclone channel prevail in the upstream sections of the swirl channels are built there vertical and straight vertical slash some diversion dike and swirl channel dislocation confrontation arc corresponding vertical end surface link diversion dike, constructed upstream of the swirl channel diversion dike and vertical slashes straight vertical diversion embankment constitute some oblique flared channel, the channel upstream end surface inclined flared over current swirl channel cross-sectional area larger than the opposite side of the entrance area, if the swirl channel at the entrance side of the arc with the same vertical plane diversion dike Side slash vertical end surface corresponding link diversion dike, arcs vertical diversion dike and the other side ipsilateral straight vertical diversion dike link corresponding end face, the arc at the outlet side of the cyclone channel vertical guide levee downstream segment with ipsilateral straight vertical end surface diversion dike corresponding link, arcs vertical diversion dike and ipsilateral vertical slash diversion dike downstream segment corresponding to the end face of the other side of the link, which is folded vertical Arc hydro cyclone channel within the channel, the swirl passage by two arcs dislocation confrontation with the corresponding vertical slash diversion dike, diversion dike straight vertical hydraulic power constitutes the rotor operating space, that is, if entrance end face connecting arcs swirl channel is a right oblique flared channel, its outlet end face is a left oblique link flared channel, otherwise the contrary, in the same bridge hydro corridor within the arc structure swirl passage having same or similar structure, with a small arc to the area of the cyclone inlet channel raises the water level to improve the flow of the 'move the water blade' tree impact velocity hydroelectric apparatus, arcs line swirl passage largest export area to reduce the water level to reduce the flow of 'move the water leaves' tree hydroelectric unit of resistance, so that some oblique passage connecting an arc horn swirl channel, an arc swirl channel link for some oblique flared channel, so that the water flows through a diversion channel will flow to the right, the left one will flow, if a tree is set hydroelectric installations producing hydraulic torque shaft is clockwise layout rotation, the other opposite hydraulic torque shaft tree producing hydroelectric power device that is rotated counterclockwise layout that two adjacent tree hydroelectric installations producing hydraulic torque shaft rotation direction, which constitutes a bridge hydro corridor commutation hydroelectric channel, when every piece horn passages regarded oblique orientation to the right section of the arc swirl flow channel (welcome stream overlooking) channels constitute a bridge hydro corridor clockwise hydroelectric channel installation channel in the clockwise swirl rotor bridge hydraulic power means are hydraulic wind clockwise rotation, when the inclined section of each of the flared section of the left guide channel arc regarded swirl flow channel (upwind plan) channel, constitutes a bridge promenade counterclockwise hydroelectric hydroelectric channel, bridge hydro wind power generation apparatus mounted on a hydraulic passage counterclockwise swirl move force rotors are rotated counterclockwise, the current segment inclined flared channel to section on the left side of an arc swirl flow guide channel (welcome stream overlooking) channel, then flared section oblique orientation to the right section of the flow channel to the next arc swirl channels (welcome stream overlooking) channel, front and rear ramp Set flared passage in the opposite direction to the flow direction downstream of the arc on the swirl channels, constitute the bridge commutation hydro hydro corridor channel commutation bridge installed wind power unit hydraulic channels of hydro hydro power rotors are switched alternately according to the direction of rotation, but regardless of the type of hydroelectric channel, where the installation of hydro power in the direction of rotation of the rotor of the tree hydroelectric installations hydroelectric channel swirl channel must be connected at the upper deck The "tree of the wind power generation device" in the same rotational direction of the shaft, in fact, the entire installation of the tree below the deck hydro hydroelectric channel means is mounted on the deck above the "tree of the wind power generation device" The flap, that is, hydraulic torque shaft tree producing hydroelectric power device, short fulcrum, 'move the water leaves' structure and design layout, with its deck above the "tree of wind power device" torque axis wind capacity , structure and design layout is identical or similar to, that attracts the wind vane is clockwise (welcome stream overlooking) layout, the 'move the water leaves' in a clockwise layout also short fulcrum, attracts the wind vane, and vice versa contrary, in the above guide bottom surface of the flow channel of the swirl channels are installed hydroelectric installations tree hydro power rotor shaft reinforced concrete base underwater, underwater swirl passage of reinforced concrete on the basis of the surface of the horizontal and vertical center line of the cyclone channel and installation the axis of the drive shaft on the surface of the bridge plate has a wind power generation apparatus the tree concentricity requirements, the support structure is provided at the underwater hydraulic torque capacity hydraulic power of the rotor shaft is mounted at its center section of the joint in the bridge hydraulic wind hydroelectric power generation promenade channel, where the cyclone is installed at the hydro power rotor channel, the channel in the center of the cyclone over the transverse vertical plane diversion dike at the inner side of a vertical plane intersecting lines, engraving or painting a hydraulic installation marker power rotor, the hydraulic power line will be marked along the rotor support structure is mounted to the underwater hydraulic torque produced at the lower shaft portion is provided with a shaft supporting structure to match the underwater structure, the center of the lubricant oil hole of the thrust bearing and its underwater lubricating surface similarities, the axis of the shaft bottom hydraulic torque produced a short branch to the height of the horizontal axis of the swirl of reinforced concrete foundation ground, greater than 'move the water leaves' foliage center plane of the short axis of symmetry on the go with Under the surface of the water produced when a plane with the axis of the shaft torque, face the next 'move the water leaves' to the distance between the axes of the short axis, from reinforced concrete foundation to the horizontal plane of the cyclone to bridge the river hydro-wind power co-generation promenade deck distance is the height of hydraulic power means installed tree hydroelectric rotor, that is operated with a space 'move the water blades' shaft torque capacity of the hydraulic axis uppermost water produced a short shaft torque to the rotary support shaft the height of the flow channel diversion dike surface, in the 'move the water leaves' foliage central plane of symmetry axis of the short branch to the axis of the hydraulic torque produced when the same plane, nose to the diversion on the 'move the water leaves' dike surface has a set distance, 'move the water leaves' on the tree hydroelectric installations will accept the impact of upstream runoff diversion channel, so that short spiral wire installed at both ends of the pivot shaft torque shaft of the hydraulic capacity' move the water leaves', when there is runoff, each of the short ends of the pivot shaft 'move the water leaves' are also subject to the same time the hydraulic shocks, but due to the' move the water up and down the blades' foliage center plane of symmetry (or before ) Short axis of the center line of its end line of a set distance between, the 'move the water blade' leaf area on the short axis of the support shaft is asymmetric, when the inflow of the rotor against the impact of hydraulic power for a vertical straight surface swirl channel, its hydraulic capacity torque shaft on future water separately, when inflow side impact 'move the water leaves' to the central plane of symmetry foliage to go with torque shaft coaxial with the hydraulic capacity is braking, which could cause runoff large thrust, push from the other side of the water 'trick water leaves' tilt to the central plane of symmetry with the axis perpendicular to the axis of the hydraulic torque capacity, so that runoff swept Over its streamlined to reduce drag and foliar thrust 'move the water blade' each of the short sides of the supporting shaft driving force generated by subtracting the resistance, resulting in the production of hydraulic torque at the shaft of the hydraulic passage in the swirl energy into mechanical energy , so that the tree can obtained hydroelectric installations mechanical energy into electrical energy, and for the arc swirl channel, since the oblique orientation flared channel to the inlet side of the arc concentrated runoff swirl channel, because the entrance overcurrent sectional area is small and increase the inflow of water in the area, thereby increasing the inflow right 'move the water leaves' thrust, so the combined power of wind in the bridge corridor hydro hydroelectric channel spin on the use of arc Hydraulic power flow channel to install the rotor, will improve the capacity and efficiency cogeneration power corridor, where, according to the annual maximum flood stable water flow and the amount of the selected rivers to design height and width of hydroelectric diversion channel to maximum flood capacity to set its height, with short production support shaft mounted hydraulic torque shaft can withstand the maximum centrifugal load to set the size of its two opposite vertical swirl channel between hydraulic torque capacity axis of the shaft section located the connecting structure has a downwardly extending drive shaft assembly of the mating segment "tree wind power generation device", which is provided with a lower section mounted on the axis of the underwater underwater thrust bearing fitted on the support structure made of nodes, with the construction of the ability to bridge navigable rivers near the shore on both sides of the river hydro-wind power co-generation promenade, this river has enough water flow, the water is wide and deep, relatively embankment construction segment in the same river hydroelectric segment one or more channels on both sides, or dislocation segment embankment construction on both sides of the river in the same section of one or more hydroelectric channel to the river banks as the base, away from the river banks set the width of the river, the construction of two opposite sides of the river diversion dike constitute a vertical hydraulic generating channel, its inside surface can also be relatively straight vertical hydro channels, they can be folded vertical hydro channels, building on the capacity of rivers navigable water level has a large difference in velocity big river, or the construction of hydropower stations in the near Downstream certain place, or building in a small river estuaries of major rivers flowing into the downstream side near the shore, near shore wind cogeneration bridge river hydro corridor hydroelectric channel, open channel closure constructed available channel mode, or be constructed of assembly methods , regardless of which way were constructed in the upstream channel are required to build hydroelectric power to intercept water diversion dike and a single horn closure panel doors, single doors closure plate rotating cylinder with flared diversion dike of the river upstream side end fitted at the concave cylindrical single door panel is a hermetic closure of hollow reinforced concrete structure, which is equal to the longitudinal dimension of the bank upstream end face of the guide horn width, i.e. when the single door is closed, to prevent the passage inside the hydro water flow, and when you turn to intercept more water, the height is greater than the height of a single leaf of the largest flood peak of the river, its thickness by the largest flood peak in the river can not float appropriate, outside of the center in the highly symmetric upstream end portion of a single leaf Department has installed a stainless steel wire rope ring, closure plate at the downstream end of the rotating cylindrical center with processing and stainless steel castings made of load-bearing column diameter matching suits hole from the bottom closure plate at the bottom to top, in suit hole near the top surface of the parts have embedded capitals face and bearing with thrust bearing, thrust bearing bearing column through the center hole on the top surface of the cylinder protruding leaf segments with access to the center hole and radial thrust bearing Note hole to make lubricating thrust bearings can be injected into the face, in the extended cylindrical section near the top surface of the cylinder shut-off plate upper features a radial positioning plate cylinder with the band on screw holes matching ring groove, Simplified inside diameter surface of the top surface of the cylindrical projecting and positioning plate match, bearing column diameter and underwater spud lower centering hole diameter match, underwater spud is a band circle triangle straight teeth cone casting stainless steel tube, inner tube cone face and straight teeth triangular cylinder connecting the upper section, triangular straight teeth and the outside diameter rotating cylinder shutoff plate adapted downstream end of the next segment of the cone of the cone There is also a circle triangular face straight teeth, descenders cone with straight teeth are triangular sediment production have cut edge, underwater spud tube cone on the upper section of the center of the cylinder and its outer diameter cylindrical torus The triangle on the end face flush with straight teeth, upper section of the center of the cylinder barrel cone positioning hole diameter and the lower cylindrical bearing column matching the depth of the positioning hole is smaller than the outer diameter of the cylinder on which the height of the triangle straight teeth, underwater spud The total height to be appropriate tamping deep into the riverbed, underwater construction tool spud is set into the river at the location, construction tools are steel column a reel body, the lower end of the cylinder and positioning aperture spud moving underwater with its plate body torus torus under the simplified contact with the center, the river depth is greater than the height of the steel columns, the construction, the steel column installed underwater positioning hole spud and its disk body with a rope and tied straight triangular teeth into one, with a tug lifted onto the set position, with the piling barge into the riverbed to its position at tamping depth position, when you install a single leaf closure plate, The construction crane with a steel column from the load-bearing column kit to suit single leaf closure plate hole, and with positioning plate Simplified suits to extend load-bearing column on the top surface of the cylinder segment closure plate screwed into the It's the ring groove, so that the closure plate and bearing assembly into one column, drag position when underwater positioning pile it lifted, so that the load-bearing columns inserted into the positioning hole underwater spud next section, keep said one face of the leaf closure plate board center plane parallel to the direction of the river flow to a small flow by pressure, and in this state, the downstream end of the deflector is a concave cylindrical haulage unit to the bank to close to the upstream end of the concave cylindrical single leaf closure plate rotating cylinder, then the inside of the diversion dike unit thickening strengthen the construction, diversion dike at the underside of the unit settlement to bed, will outline cuttings into the embedded plastic blind pipe, tamping method using steel skewer into the depths of the river, and then in the steel skewer rod structure woven steel mesh and poured cement mortar until the top surface of the diversion dike unit, near the upstream end face portion of the top surface, Fixed steel construction to install a single leaf closure plate positioning plate bearing column section at the fixed plate and the positioning plate welded with steel mesh connection, the single-leaf closure plate can rotate around a load-bearing column, flared diversion dike along the direction of Doors can be defined in a single rotation of the closure plate rivers upstream end surface portion of the column with a pulley set limit, but also under water column spud limit positioning, stainless steel casting by cutting lower limit column by column on the three sections body composition, aperture positioned lower cylinder with its underwater spud mate, on the bottom surface of the torus ring with its center in the middle section of the simplified contact with the lower surface of the ring and the pulley face contact with the middle section, pulley Face and installed in the upstream end of the outer parts of a single leaf closure plate adapted to install wire rope through the pulley center hole of the upper section of the river out of the water column will be the largest flood peak time, which will be located at the upper end lights warning aircraft will be with Limit column with its underwater positioning pulley bundled into one pile, drag to move the set position to maintain the vertical lift-like, directly tamping limit the top surface of the column and put it into the depths of the underwater spud bed, In the limit column positioning in underwater positioning pile after a single leaf closure plate is transferred to the load-bearing column column to go close to the embankment upstream end face surface, blocking the flow control mechanism operating a single leaf closure plate is rotated by a pulley above the doors with underwater column switch limit on the downstream steel ropes, pulleys and downstream vertical underwater, upstream and downstream high pulleys, pulley column downstream, upstream and downstream high drum, tank bracket and downstream, upstream and downstream

Be arranged on the thrust bearing under water on eddy flow channel center supporting base external splines, by upper bottom base and the thrust bearing of thrust bearing form under water, under water thrust bearing bottom base be a centre by dividing plate, cut off simplified, hypomere cylindrical shell is provided with the internal spline matching with supporting base external splines, the gravity of its top end face supporting clapboard carrying hydraulic power rotor for supporting base external splines, the simplified path cylinder matching with thrust bearing bottom race that is provided with of epimere of dividing plate top, be provided with the large footpath cylinder matching with the outer diametric plane of top base inner barrel, anchor ring place between large path cylinder is provided with lower stone China ink Mi seal ring, anchor ring place, upper end between the external diameter cylinder of bottom base and large footpath cylinder is provided with stone China ink Mi seal ring, suitable position at its external diameter cylinder hypomere is provided with the annular groove for lifting, the suitable position of its epimere is provided with multiple tracks setting-in Shi Mo Mi seal, the lower surface of thrust bearing bottom base is supported on the horizontal plane of center support pedestal under water, thrust bearing top base is three sections of simplified members under water, hypomere is provided with inside and outside simplified, epimere is provided with large cylinder, inner barrel is provided with the internal diameter cylinder matching with thrust bearing top race, the outer diametric plane of inner barrel moves and coordinates with the large footpath cylinder of bottom base, its lower end anchor ring coordinates with its lower stone China ink Mi envelope ring Mi envelope, inside and outside anchor ring between simplified seals and coordinates with Shi Mo Mi Feng Huan Mi on it, outer simplified aperture surface is provided with setting-in Shi Mo Mi the seal Mi front cover that matches, at the annular groove section facing to bottom base, be provided with the pin hole for lifting, the lower surface of outer cylinder body coordinates with center support pedestal level is moving, epimere large cylinder produces moving cooperation of torque axis hypomere axle axial plane with the centre bore diametric plane of anchor ring body and the waterpower of hydraulic power rotor between simplified inside and outside hypomere, the step anchor ring of its this shaft part of anchor ring and its contacts cooperation, the large simplified internal diameter cylinder of epimere produces the corresponding axial plane interference fit of torque axis with waterpower, and weld with corresponding axial plane along its upper port, when hydraulic power rotor is installed, with pin, from the pin hole of top base, be pressed in the annular groove of bottom base, thrust bearing and upper bottom base and hydraulic power rotor link into an integrated entity under water.

Hydraulic power rotor and " tree-shaped wind power generation plant " power transmission shaft are connected to become the syndeton assembly of tree-shaped hydroelectric installation, by centrifugal clutch, shaft joint, clutch controller forms, cylindrical body centrifugal clutch is slidably matched with the external splines that its internal spline and waterpower are produced torque axis epimere axle place, the radially teeth groove being provided with its internal spline top anchor ring and the radially teeth groove interlock at anchor ring place, shaft joint lower end, on the step anchor ring of locating, be provided with the hole of a circle An Zhuan Roll pearl below its teeth groove root, the diameter of the degree of depth Lve little Yu Roll pearl in hole, external diameter cylinder place at close-table rank anchor ring, four of mounting strap pulley supports in uniform way, four measure-alike equiponderant elasticity steel poles with balancing weight of geometrical form, the head of holding elasticity steel pole is walked around respectively the work plane of pulley, its head is fixed on to respective outer diameters cylinder place, cylindrical shell lower end downwards, the upwards component of the centrifugal force producing under the setting rotating speed of the weight of balancing weight by hydraulic power rotor determines, set balancing weight under rotating speed upwards component can on move clutch, make the radially teeth groove of its upper end surface and the radially teeth groove interlock at place, shaft joint lower surface, shaft joint is that three sections of aperture surfaces are simplified, epimere cylinder internal diameter face is provided with power transmission shaft and lengthens the internal spline that the external splines at shaft part place is slidably matched, the simplified little aperture surface in stage casing moves and coordinates with the lower end centering cylinder of power transmission shaft below lengthening shaft part, little aperture surface contacts cooperation with the external splines that power transmission shaft below lengthens shaft part with the step anchor ring between its lower end centering cylinder with the upper orifice ring face between its internal spline, upper orifice ring face make shaft joint can not on move, the moving cooperation of upper end centering cylinder that the simplified imperial palace diametric plane of hypomere produces torque axis with the waterpower of hydraulic power rotor, the upper surface of upper end centering cylinder contacts cooperation with the lower orifice ring face between big or small aperture surface, lower orifice ring face can not move down shaft joint, upper and lower orifice ring face makes shaft joint axial location, the axiality requirement that coordinates to keep power transmission shaft and two between centers of waterpower product torque axis of big or small aperture surface and upper and lower side centering cylinder for shaft joint, and the lubrication oil that makes to inject the thrust bearing of the power transmission shaft cylinder of feeling relieved along lower end flows into the horn mouth of centering cylinder upper end surface, upper end, the centre bore that produces torque axis by waterpower removes lubricated short fulcrum on it and thrust bearing under water, the lower surface place of shaft joint is provided with the radially teeth groove with the radially teeth groove phase interlock of centrifugal clutch upper end surface, clutch controller is by the Yi Quan Roll pearl being arranged on centrifugal clutch step anchor ring, an annular slab on Fang Zhi Roll pearl, one group of push type electromagnet is configured to the propping up of soffit place that is arranged on important actor dish type pedestal, when hydraulic power rotor runs well, the lower surface of the thrust column of one group of rack-mount push type electromagnet just approaches and does not contact with the upper surface of annular slab on Fang Roll pearl, annular slab on Fang Roll pearl freely rotates with centrifugal clutch, only have when on hydroelectric generation passage, certain power plant needs overhaul, just start this group push type electromagnet, the thrust column of push type electromagnet stretches out pushes down annular slab, make centrifugal clutch and shaft joint remove interlock, make the idle running of hydraulic power rotor, when there is no wind, can pull down " tree-shaped wind power generation plant " each component assembly carries out large repairs, if in the time of need carrying out large repairs to hydraulic power rotor, the first step, on the trraning pole end face of mark line relatively to the centering plate of locating to stretch into U-shaped head below waterpower is produced the external splines lower surface of torque axis epimere, suitable with U-shaped head cambered surface and this place's cylinder of centering plate, centering plate is fixed on trraning pole end face, to keep hydraulic power rotor vertical rotary, second step, remove all members of centering plate top, the 3rd step, with the handgrip of three bar suspenders, catch waterpower to produce the external splines lower surface of torque axis epimere, the 4th step, withdraw centering plate, hydraulic power rotor is hung out to eddy flow logical, repair or replace, if the power plant to whole piece generating gallery overhauls, need to close intercepter plate, make water body stop flowing in hydroelectric generation passage, subsequently, by above-mentioned four step rule, each power plant is carried out large repairs.

Accompanying drawing explanation

Fig. 1 is full-bridge type river water wind-power combined generating gallery diagrammatic top view.

Fig. 2 is that bridge-type waterpower wind-power combined generating factory faces sketch.

Fig. 3 is the counter-clockwise hydroelectric generation channel layout sketch of full-bridge type river water wind-power combined generating gallery.

Fig. 4 is hydroelectric generation passage commutation channel layout sketch.

In Fig. 1,1, embankment, 2, trraning pole, 3, tree-shaped hydroelectric installation, 4, hydroelectric generation passage, 5, tree-shaped wind power generation plant, 6, flood discharge water channel zanjon, 7, the longitudinal pulley in downstream, 8, downstream shackle line, 9, downstream leading block, 10, the low high-order rotating cylinder in downstream, 11, downstream water tank, 12, large footpath rotating cylinder, 13, upstream water tank, 14, the low high-order rotating cylinder in upstream, 15, upstream leading block, 16, upstream shackle line, 17, the longitudinal pulley in upstream, 18, intercepter plate, 19, load pillar, 20, controlling organization.

In Fig. 2,21, riverbed, 22, river bank, 23, flood discharge water channel, 24, trraning pole, 25, hydroelectric generation passage, 26, tree-shaped hydroelectric installation, 27, bridge plate, 28, power plant, 29, direction of rotation, 30, tree-shaped wind power generation plant.

In Fig. 3,31, embankment, 32, flood discharge water channel, 33, trraning pole, 34, hydroelectric generation passage, 35, eddy flow passage, 36, direction, 37, direction, 38, bridge pier, 39, rotation trace, 40, waterpower produces torque axis, 41, tapering trumpet-like passage.

In Fig. 4,42, commutation passage, 43, eddy flow passage, 44, waterpower produces torque axis, 45, rotation trace, 46, bridge pier, 47, trraning pole, 48, tilting tapering trumpet-like passage, 49, rotation, 50, direction.

The specific embodiment

Below in conjunction with embodiment, be described further

In Fig. 1, build the full-bridge type river water wind-force joint conference generating gallery at center, river course in, with two straight-through vertical plane trraning poles (2), be built into hydroelectric generation passage (4), rivers two embankments (1) with above hydroelectric generation passage (4) two trraning poles (2), build across rivers bridge plate, in hydroelectric generation passage (4) under bridge plate, build tree-shaped hydroelectric installation (3), corresponding tree-shaped hydroelectric installation (3) position on bridge plate, build tree-shaped wind power generation plant (5), make the power transmission shaft of the upper and lower TRT of bridge plate (5) (3) connect to one, the blade that catches the wind on upper and lower TRT (5) (3) power transmission shaft with ' trick wiper blade ' by identical direction of rotation layout, the blade that catches the wind causes the promotion of wind-force and the promotion that ' trick wiper blade ' causes waterpower, make upper and lower TRT (5) (3) power transmission shaft produce equidirectional output torque, bridge plate is installed and is uploaded the moving axis vertical type generator in mongolia yurt type building around, by its rotor shaft, generate electricity with the acquisition input torque that is connected of the transmission mechanism of power transmission shaft, in order to improve the generating capacity of being inverted tree-shaped hydroelectric installation (3), updrift side at the hydroelectric generation passage (4) of full-bridge type river water wind-power combined generating gallery, be provided with two intercepter plates (18) and controlling organization (20) thereof, the geometry of two intercepter plates (18) is identical, its longitudinal length is by the river face width degree that dammed, existing manufacturing capacity determines, its vertical height is determined by the depth of water of the river flood phase of being dammed, its thickness is determined by selected materials intensity and structure design, position, upper and lower end face, outside at the longitudinal length s ymmetry center plane of two intercepter plates (18), the structure that swivel becket is installed is set respectively, front/rear end position at the height s ymmetry center plane of two intercepter plates (18), arrange respectively the fixedly structure of steel wire rope head is installed, on the rivers riverbed of the updrift side outside hydroelectric generation passage (4), the load pillar (19) that swivel becket is installed is set respectively, at load pillar (19), stretch out riverbed, the cylinder section place of the water surface, be provided with intercepter plate (18) under, the suitable cylinder of swivel becket is installed at upper end face part place, swivel becket is set with to the cylinder section place of load pillar (19), upper by the mount pad of swivel becket and two intercepter plates (18), the correspondence structure at position, lower surface is connected and fixed, the upper surface of upper swivel becket is provided with the garden plate binding, the soffit of this garden plate matches with the thrust bearing work plane at load pillar (19) upper surface place, and the weight of intercepter plate (18) is passed to load pillar (19), promote longitudinal symmetrical centre vertical plane that two intercepter plates (18) turn to hydroelectric generation passage (4), it is rotated around load pillar (19) vertical center line, in dry season, when the upstream face of two intercepter plates (18) is when the laminating of longitudinal symmetrical centre vertical plane place of hydroelectric generation passage (4) forms herringbone, its downstream end face is away from the end face of hydroelectric generation passage (4) entrance, turn to the flood discharge water channel embankment (1) of both sides, can make rivers flowing water by the zanjon (6) of flood discharge water channel under intercepter plate (18) lower surface, flow to the flood discharge water channel of both sides, hydroelectric generation passage (4) does not have or flowing water seldom, so that to hydroelectric generation passage (4), the relevant surfaces such as tree-shaped hydroelectric installation (3) and intercepter plate (18) are maintained, or important spare part and assembly are changed, during flood is come, the symmetrical centre vertical plane of intercepter plate (18) plate face forwards longitudinal symmetrical centre vertical plane with hydroelectric generation passage (4) to when parallel, flood is by hydroelectric generation passage (4) and the diffluence downstream of both sides flood discharge water channel, at rivers flowing water during normal regime flow, the upstream face of two intercepter plates (18) turns to both sides flood discharge water channel, near or while becoming splayed near embankment (1) surface, block the current that flow through flood discharge water channel, by this two parts current deflecting hydroelectric generation passage (4), improve the water level and the water yield that flow through hydroelectric generation passage (4), improve the generating capacity of tree-shaped hydroelectric installation (3), and the outer surface of two intercepter plates (18) is maintained, realize two intercepter plates (18) from herringbone to splayed, or the operation sequence from splayed to herringbone state, controlling organization by two intercepter plates (18) is carried out, the composition layout of the controlling organization (20) of two intercepter plates (18) is identical, by upstream and downstream shackle line (16) (8), the longitudinal pulley of upstream and downstream (17) (7), upstream and downstream leading block (15) (9), the low high-order rotating cylinder of upstream and downstream (14) (10), the large footpath of a high position rotating cylinder (12) and upstream and downstream water tank (13) (11) form, upstream and downstream water tank (13) (11) is cylindrical body or the square body of the reinforced concrete of hollow, the weight of its deadweight and topped up with water is greater than flow action in the maximum hydraulic pressure difference of the longitudinal symmetrical centre both side surface of intercepter plate (18), the height on the liftoff surface, bottom surface of upstream and downstream water tank (13) (11), being greater than intercepter plate (18) forwards splayed to from herringbone and turns over the corresponding chord length of angle upstream and downstream end face, the suitable position of top surface at upstream and downstream water tank (13) (11) is provided with a water pump, at the bottom of the water inlet of water pump has the straight-through case of pipe, the delivery port of water pump has flexible pipe to be interconnected, at the center of gravity position of upstream and downstream water tank (13) (11) top surface, be provided with the suspension ring that shackle line head is installed, gib head and the suspension ring of upstream and downstream shackle line (16) (8) are suitable, the structure that the gib head of its locking structure is corresponding with intercepter plate (18) upstream and downstream end is suitable, when the upstream face laminating adult font state position of two intercepter plates (18), respectively the gib head of two upstream and downstream shackle lines (16) (8) is installed to the corresponding textural of intercepter plate (18) upstream and downstream end, and lock it, leading another gib head of two upstream and downstream shackle lines (16) (8), walk around respectively the longitudinal pulley of upstream and downstream (17) (7), upstream and downstream leading block (15) (9), upstream and downstream low level rotating cylinder (14) (10), upwards walk around the high-order rotating cylinder (14) (10) of upstream and downstream, the upstream shackle line (16) that will be connected with intercepter plate (18) upstream face is wound around and sets after the number of turns at upper anti-(or suitable) hour hands of large footpath rotating cylinder (12), the gib head of this shackle line (16) is installed in the suspension ring in high-order empty upstream water tank (13), the downstream shackle line (8) that will be connected with intercepter plate (18) downstream end face is wound around and sets after the number of turns at large footpath rotating cylinder (12) upper suitable (or anti-) hour hands, the gib head of downstream shackle line (8) is installed in the suspension ring of the downstream water tank (11) that water is housed in low level, at this moment, upper reaches water enters flood discharge water channel by the zanjon (6) of flood discharge water channel, when there being flood interim, open the water pump on downstream water tank (11) end face, water in its water tank (11) is injected to upstream water tank (13) by flexible pipe, water in downstream water tank (11) reduces and loss of weight, water reinforcement in upstream water tank (13) and increasing the weight of, when the gravity of upstream water tank (13) is greater than flood to the active force difference of intercepter plate (18), the upstream water tank (13) being connected with upstream shackle line (16) declines, drive anti-(or suitable) hour hands of large footpath rotating cylinder (12) to rotate, originally inhour is wrapped in upstream shackle line (16) one side unwinding of large footpath rotating cylinder (12), be wound around on one side, upstream shackle line (16) is by the high-order rotating cylinder (14) in upstream, upstream low level rotating cylinder (14), upstream leading block (15), the longitudinal pulley in upstream (17) pulls intercepter plate (18) upstream face to rotate to rivers two sides direction around load pillar (19), when intercepter plate (18) plate face s ymmetry center plane forwards to, longitudinally vertical center plane is parallel with hydroelectric generation passage (4), when flood reaches balance to the active force of intercepter plate (18) both side surface, if close the water pump on downstream water tank (11) this moment, the gravity of upstream and downstream water tank (13) (11) also will be in equilibrium state, flood is by hydroelectric generation passage (4) and both sides flood discharge water channel tiling ground diffluence downstream, meanwhile, intercepter plate (18) downstream end face turns to longitudinally vertical center plane direction of hydroelectric generation passage (4), pull the downstream shackle line (8) that is locked in intercepter plate (18) downstream end face place, by the longitudinal pulley in downstream (7), downstream leading block (9), downstream low level rotating cylinder (10), the high-order rotating cylinder (10) in downstream, pull the original upper downstream shackle line (8) being wrapped on large footpath rotating cylinder (12) along (or anti-) hour hands to be wound around on one side, one side unwinding, make large footpath rotating cylinder (12) rotating in same direction with it, make the downstream water tank (11) being connected with downstream shackle line (8) because moving on loss of weight, when the gravity of upstream and downstream water tank (13) (11) arrives equilibrium state, close the water pump on it, wait flood is decorporated, when flood is slowly decorporated, open again the water pump on downstream water tank (11) end face, aforesaid operations is proceeded, while retreating to rivers flowing water perennial stream flow level in flood, two intercepter plates (18) upstream face forwards near flood discharge water channel embankment (1), its downstream end face forwards hydroelectric generation passage (4) upstream face to and forms splayed, the upstream water tank (13) of topped up with water is in low level, rarefied downstream water tank (11) is when a high position, during this, the flowing water that flows through flood discharge water channel is dammed by two intercepter plates (18) and part or most of discharge flow to hydroelectric generation passage (4), make the generating capacity of full-bridge type river water wind-power combined generating gallery remain to setting value from peak, when needs are maintained hydroelectric generation passage (4) and generating equipment, GRAVITY CONTROL by lower upstream water tank (13) (11) operates two intercepter plates (18), it is closed closes into herringbone and closes.

In Fig. 2, the bridge-type waterpower wind-power combined generating gallery of construction on rivers riverbed or sea bed (21), with two (or one) river banks (22) and two trraning poles (24), be built into both sides flood discharge water channel (23) He Yitiao center hydroelectric generation passage (25), or be built into a hydroelectric generation passage (25), at river bank (22) and trraning pole (24), build the bridge plate (27) across rivers two sides, or be close to rivers one side embankment (22) construction bridge plate (27), or at the upper bridge plate (27) of building of (21) two trraning poles of sea bed (24), in the upper tree-shaped waterpower wind-power combined generating factory (28) that builds of bridge plate (27), desired location at bridge plate (27) below hydroelectric generation passage (25) is installed a tree-shaped hydroelectric installation (26), position at the upper corresponding hydroelectric installation (26) of bridge plate (27), a tree-shaped wind power generation plant (30) is installed, the wind-force power rotor of tree-shaped wind power generation plant (30) is arranged on the roof of mongolia yurt type power plant (28), and at place, beam column steel work roof, build the upper fulcrum of power transmission shaft, at the setting position of bridge plate (27), build the lower fulcrum of power transmission shaft, soffit place at lower fulcrum bridge plate (27), the power transmission shaft of tree-shaped wind power generation plant (30) produces torque axis suit with the waterpower of tree-shaped hydroelectric installation (26) and docks, become one, the wind-force of tree-shaped wind power generation plant (30) produces torque axis at upper fulcrum hypomere axle place, by centrifugal clutch, making wind-force produce torque axis docks with defeated torque axis axiality suit, the power transmission shaft that forms power set, when having wind, centrifugal clutch makes defeated torque axis and the wind-force of the power transmission shaft of tree-shaped wind power generation plant (30) produce torque axis auto-articulated, wind-force produces torque axis and passes to defeated torque axis by the wind power energy of the blade acquisition of catching the wind, simultaneously, waterpower is produced torque axis and is passed to defeated torque axis by the hydraulic energy of ' trick wiper blade ' acquisition, obtain the power transmission shaft of wind power energy and hydraulic energy, by transmission mechanism, moment of torsion is defeated by and is installed on the axial vertical type generator of transmission, change wind power energy and hydraulic energy into electric energy, when calm, centrifugal clutch makes the defeated torque axis of the wind power transmission wind axle of tree-shaped wind power generation plant (30) automatically terminate interlock with product torque axis, ' the trick wiper blade of waterpower power transmission shaft, the hydraulic energy obtaining is passed to defeated torque axis, and the wind-force that does not drive tree-shaped wind power generation plant (30) produces torque axis rotation, reduce the operating number of vertical type generator, power plant can be turned round under low load condition, because the waterpower of tree-shaped hydroelectric installation (26) is produced ' the trick wiper blade ' on torque axis, there is the identical layout that turns to the blade that catches the wind on tree-shaped wind power generation plant (30), therefore the wind power transmission wind axle of tree-shaped wind power generation plant (30) has identical direction of rotation (29) with the waterpower power transmission shaft of tree-shaped hydroelectric installation (26).

In Fig. 3, it is benchmark that the passage of full-bridge type river water wind-power combined generating gallery be take rivers two embankments (31), build therebetween a counter-clockwise hydroelectric generation passage (34), two trraning poles (33) of rivers two embankments (31) and hydroelectric generation passage (34) are built into flood discharge water channel (32), be built into the counter-clockwise hydroelectric generation passage (34) of whole piece full-bridge type river water wind-power combined generating gallery, the eddy flow passage (35) that inhour hydroelectric generation passage (34) is joined with it by some sections of tilting tapering trumpet-like passages (41) forms, each section of tilting tapering trumpet-like passage (41) flows into gauge water flow with its large section area, with its little section area will flow into flow at a high speed left direction (37) pour eddy flow passage (35) left side, by the water flow energy quantity set of each section of tapering trumpet-like passage (41) of flowing through, the waterpower that is arranged on eddy flow passage (35) centre is produced the eddy flow passage (35) of torque axis (40) and its ' trick wiper blade ' outer face rotation trace (39) formation, using the entrance of its narrow cross section, left side as eddy flow passage (35), meet tilting tapering trumpet-like passage (41) current of direction (37) high speed impact left, ' trick wiper blade ' the blade face s ymmetry center plane that makes to turn through eddy flow passage (35) left side goes to waterpower product torque axis (40) axis isoplanar and brakes, make ' trick wiper blade ' cause large thrust, promote waterpower and produce torque axis (40) (36) rotation counter clockwise, ' the trick wiper blade ' that will turn through eddy flow passage (35) right side boosts, ' trick wiper blade ' blade face s ymmetry center plane is gone to vertical with waterpower product torque axis (40) axis, make current skim over blade face and reduce resistance to water-flow, promote waterpower and produce the postrotational current of torque axis (40), at the section area place that next tilting tapering trumpet-like passage (41) is large, flow out, to the diffluence of next waterpower and wind power generation device, so that being installed, tree-shaped hydroelectric installation waterpower produces centered by torque axis (40), on the bridge pier (38) of its related rivers section, set up the bridge plate across rivers, on bridge plate, build tree-shaped wind power generation plant, installed vertical generator and relevant device facility, build the factory building of mongolia yurt type power plant.

In Fig. 4, the commutation passage (42) of full-bridge type waterpower wind-power combined generating gallery, trraning pole (47) and a plurality of eddy flow passage (43) by the tilting tapering trumpet-like passage of multistage (48) form, the trraning pole (47) of the tilting tapering trumpet-like passage in upstream (48) collects water, impact the waterpower of eddy flow passage (43) and produce torque axis (44) one sides, make to turn through this side ' trick wiper blade ' blade face s ymmetry center plane and go to and produce torque axis (44) axis isoplanar with waterpower and brake, make it cause large thrust, promote waterpower and produce torque axis (44) rotation, and ' the trick wiper blade ' that turn through eddy flow passage (43) opposite side boosted by current, make ' trick wiper blade ' the blade face s ymmetry center plane turning through this side go to vertical with waterpower product torque axis (44) axis, cause current to skim over blade face and reduce resistance to water-flow, ' the rotation trace (45) drawn of trick wiper blade ' two radial end face matches with eddy flow passage (43) camber line vertical plane, the current of upstream eddy flow passage (43) of flowing through flow to the trraning pole (47) of the tilting tapering trumpet-like passage in downstream (48) with itself and importer to (50) rightabout (50), the waterpower product torque axis (44) that promotes hydraulic power rotor rotates in downstream eddy flow passage (43), be separated by and the trraning pole (47) of the contrary tilting tapering trumpet-like passage (48) of direction (50), by the water rightabout (50) that leads, cause rotation (49) opposite direction of the waterpower product torque axis of adjacent two hydraulic power rotors, being built in eddy flow passage (43) bridge pier (46) is around the pillar that carries of building mongolia yurt type power plant bridge plate.

Note [1]: " tree-shaped wind power generation plant "

Applicant: Zhu Hua

Application number: 201310641531.4

The applying date: on December 04th, 2013.

Claims (3)

1. A bridge rivers and tidal hydro wind power co-generation full-bridge river hydro corridor by wind cogeneration promenade, near the shore of the river hydro-wind power co-generation bridge promenade and bridge tidal hydro wind power co-generation corridor, whose features are: whether it is a full-bridge, the bridge near the river shore wind power co-generation hydro corridor and bridge tidal hydro wind power co-generation promenade are building in the "tree wind power installations" bridge board [1] and Construction In the combination of the tree under the deck hydroelectric means, each combination of a 'tree of the wind power generation device "and the tree is a joint means hydroelectric power plants, and more than one such combined power generation plant constitutes a long Gallery, and "tree wind power installations" yurt-style building power plants in the field on the basis of the joint can not be built hydro wind power plants, cogeneration plant is based on the construction of the deck yurt-style power plants, "the tree of the wind generating device "mounted above deck, tree hydroelectric installations beneath the deck, so the joint hydro wind power plant can not be built on the basis of the field, for joint power plant is concerned, when there is no wind, hydroelectric tree means to maintain the power, when there is no water, "the tree of the wind power generation device" maintenance power, when there is a hydro-wind, the two force generating devices, the present invention is mainly hydroelectric plant and tree and the "tree of the wind power generation device" in combination explained, "tree wind power installations" is the use of wind power into electrical energy technologies, tree hydroelectric installations into electricity using hydro technology, the physical properties of water is different from the air, the main difference is: 1 Water is a liquid, water has obvious characteristics of free fall, but no apparent freefall airflow characteristics, 2, have better air flow than controllability, simply follow the water to flow axiom, call it eastward on the east, west call it westward, call it pause pause, tidal water is a unique natural water, usually there is water where there is a strong wind, the present invention is the use of physical water characteristics and flow characteristics for layout design, its technical solutions to solve the technical problems are: the difference in water flow and water levels have annual generating capacity and not on navigable rivers, the ability to build a full-bridge river hydro wind power co-generation gallery , with a generating capacity in the river water flow and water level difference and have a navigation capabilities, building a bridge near the river shore wind power co-generation hydro corridor, at the mouth of the wind with a tidal water, shoreline, reefs, shallows, construction Bridge tidal hydro wind power co-generation gallery, either full-bridge river hydro wind power co-generation promenade, near the shore bridge river hydro or wind power co-generation promenade, hydro or wind power co-generation tidal bridge promenade, river directional flow of water is water, there is a change perennial flow, tidal currents are regular flow of water, there are tides to change the direction of flow, and the wind is amorphous difficult to control air flow, the promenade on the river hydroelectric construction , all the rivers and rivers into three parts or two parts, construction on the river full-bridge river hydro corridor wind co-generation, the middle is hydroelectric channel, flanked by flood waterways, building on the river's shore near the bridge Wind River hydro power generation joint formula promenade, the middle is the river navigable waterways, both sides or one side of the channel is hydroelectric construction in rivers and the sea port, coastal tidal hydro wind waterline, reefs, shoals at the co-generation promenade, tidal Chao Ying-built hydroelectric channel the wind co-generation hydro corridor of the main structure were all connected by hydroelectric channel, deck, hydro power rotor, underwater support structure and the "Tree of wind power device" drive shaft suit structural combination of body composition, where the alleged hydro power rotor means mounted on the hydraulic capacity torque shaft (ie, the rotor shaft) of short branched axis' move the water leaves' constitute a dynamic impeller rotation diameter is' trick water the blades' rotation of the outer end face of the draw at the cylinder diameter, which is different from the commonly used 'rotor' term concept, its structural features are, first, the hydraulic capacity torque shaft centrifugal disc body is not used to bear the load, it is not a centrifugal radial load to bear only the transmission of torque, and the second along the short axis of the support shaft mounted on the shaft of the hydraulic torque produced by the equidistant angles arranged in a spiral manner, each of the pivot shaft exclusively hydraulic short-axis torque produced plane position, their commitment to install a centrifugal load at both ends of its 'move the water leaves', and the third, down 'move the water leaves' foliage center plane of symmetry (or before) the center line of the end face of the symmetrical axis of a short branch predetermined distance, and the lower end to a short distance from the axis of the support shaft is greater than the distance from the upper end surface of the short axis of the support shaft, the 'move the water blade' foliar area below the short axis of the support shaft is greater than the area of the top of its weight slightly greater than the weight at the top of the fourth, the same 'move the water leaves' short branched foliage on both sides of the axis of the central plane of symmetry angle of 90 ° to each other, static, relative to the short axis of the pivot shaft torque shaft and hydraulic production angle of 45 ° to the axis of the plane, the fifth in a dynamic time in order to produce a torque axis hydraulic cylinder is separated from the water sector in the future, is the impact of runoff side 'move the water leaves' to make it go with the central plane of symmetry foliar Hydraulic brake blocks produced with flat torque shaft axis plane is moving full length shaft, where the runoff through the 'move the water leaves' this side of the hydraulic torque capacity will lead to a large inflow of thrust, where the runoff produced by hydraulic torque 'move the water blade' on the other side of the shaft is pushed from the inflow to the center plane of symmetry to the foliage and the vertical axis of the hydraulic torque capacity, passing tap water flows to the foliage, but suffered resistance, subtracting the resistance of each of power 'strokes water blades' thrust short sides of the fulcrum, the pivot shaft through the short axis of the torque into hydraulic torque capacity, or to only hydraulic shock inflow side of the shaft torque capacity 'move the water leaves', sixth, whenever the hydraulic torque shaft rotation produced a turn, the fulcrum of its short axis hydraulic torque produced sequentially to forward 90 ° angle, reverse angle of 90 °, seventh, Hydraulic steering torque produced by setting the direction of the axis of rotation, can not be reversed, hydroelectric power flow channel is the channel by the closure plate, diversion channel, swirling stream channel and reservoir tank constructed, which is hydro power rotor swirl channel work space is the basis for the construction of the deck joint hydro wind power plant, the main structure of the same or similar to the tree structure with the main hydroelectric means "the tree of the wind power generation device" of the support structure is underwater hydraulic torque producing hydraulic power of the rotor shaft underwater bearing structure, the connection structure of the hydraulic assembly is a component of the shaft and the drive shaft torque capacity "tree wind power generation apparatus" integrally connected to the hydraulic power through a connection structure of the rotor assembly and the "tree of the wind power generation device." The drive shaft is connected to form a tree hydroelectric installations, a combination of the two power plant at the center of the deck would constitute a yurt-style joint hydro wind power plant, construction of a hydroelectric power in the multi-channel hydraulic, wind yurts co-generation wind power plant on the formation of a co-generation hydro corridor, building capacity in the absence of navigable rivers and full-bridge river hydro wind power co-generation promenade, in the upstream direction of its hydroelectric channel with two closure panels and control mechanism , the structure has a streamlined cross-sectional size of the two shut-off plate with the same geometry, the longitudinal length is the width of the closure river water, determined by the existing manufacturing capability, the vertical height of the closure is determined depth of the river floods, the thickness from The selected material strength and structural design decisions outside the upper and lower end plates at the site of the longitudinal length of the closure of two central plane of symmetry, were set to install rotating ring structure, in highly symmetric two closure plates center plane of the downstream face at the site were set up fixed rope head mounting structure in a suitable position on the riverbed upstream hydroelectric river flood channel outside waterways, load-bearing pillars were set to install shut-off plate rotating ring bearing pillars protrude in bed , at the surface of the cylindrical segment is provided with a lower closure plate, installed at the upper end portion of the cylinder adapted to rotate the ring, the ring will rotate to suit each segment of the cylindrical bearing pillars, will turn the mount ring and the closure of two plates, the corresponding structure is connected at the lower end surface of the fixed part, the upper surface of the rotating ring has capped park board, the center of the park board has injected lubricating holes and sealing plugs, Under the surface of the park board and the load-bearing pillars thrust bearing on the working surface of the mating surface, and the closure plate weight and hydraulic load-bearing pillars to pass, in the dry season, when the push of two hydroelectric power steering closure plate longitudinal channel central vertical plane of symmetry, so that the load-bearing pillars around the vertical centerline of rotation, the upstream end face of the two closure plate in the longitudinal center of symmetry perpendicular to the plane of hydroelectric channel bonding and adult shape, its downstream face away from hydroelectric channel entrance end face, turned to flood embankment on both sides of the waterway, so the banks of rivers flowing groove with its narrow channel flowing through the lower end face closure under the board on both sides of the spillway channel, while hydroelectric power channel is little or no running water, in order to hydroelectric channel, Tree hydroelectric installations constructed so that the relevant structures for subsequent maintenance, or replacement of critical parts and components, during the floods came, said the center faced with closure plate board a plane perpendicular to the longitudinal direction of the channel and hydroelectric power When the central vertical plane of symmetry parallel to flood through hydroelectric stream channels and both sides of the waterway to flood downstream in the river during normal steady flow of water at the upstream end face of the two sides of the closure plate steering flood waterway embankment near or close to the surface When a figure eight, so that downstream face closure plate abuts the end face of hydroelectric channel entrance, cut off the water flow through the spillway waterways, the two parts of the flow channel guide hydroelectric power, improve water flow through hydroelectric power and water channels, improve Tree hydroelectric generating capacity means to achieve closure panels from two to eight chevron-shaped, or from eight to chevron-shaped state operation, closure plate consists of two control mechanism to execute, two closure plates control mechanism composed of exactly the same layout, respectively, by both the upstream and downstream transmission wire rope, pulley and downstream vertical (perpendicular to the centerline of rope pulleys Face), upstream and downstream guide pulley, low high downstream drum, a large diameter high drum, downstream water tank cage, hanging on the downstream and upstream and downstream tanks constitute pulley, high large-diameter drum bracket mounted between the upstream and downstream tanks, downstream tank is hollow reinforced concrete pillar shape or square shape, its weight and fill the water is greater than the weight of the water acting on the closure plate longitudinal symmetry maximum pressure difference on both sides of the center line of the surface, (at maximum weight) on the bottom surface of the tank downstream from highly surface is greater than the closure plate from herringbone to eight shaped angle on the downstream face turned drawn by the arc corresponding chord with a water pump on the downstream water tank at the top surface of a suitable site, the pump has a tube straight through the bottom inlet, pump outlet hose interconnected , hook closure at the downstream face of the structure corresponding to the structure of the board at the center portion of the top surface of the tank at the upstream and downstream of a mounting rings transmission rope head upstream and downstream transmission rope hooks and rings adapted its belt locking adapted at the upstream end face of the closure plate affixed to the synthesis of the two chevron-state position, the upstream and downstream, respectively, drive the two rope attached to hooks on the corresponding configuration at the downstream face of the closure plate and the locking of the, holding Another hook both upstream and downstream transmission rope head, respectively bypass downstream vertical pulley guide pulley on the downstream, upstream and downstream low drum, bypassing drum high up on the downstream, upstream transmission to and upstream of the end face closure plate connections Anti-rings inside the rope (or cis) on the large-diameter drum set number of turns is wound clockwise, the drive rope to bypass the water tank is installed upstream of the upstream support frame hanging pulley attached to the hook of its upstream tank , while the downstream end surface of the drive rope and the closure plate is connected downstream of the large-diameter drum in the cis (or counter) is set number of turns is wound clockwise, the downstream bypass is installed downstream of the drive rope hanging support frame downstream of the tank pulley, which hook into the downstream tank installation rings, then, by Deep River upstream runoff to waterways downstream flood flows, when there are floods came, turned on the pump downstream water tank on the top surface, its water tank water injected upstream through the hose inside the tank to reduce the amount of water downstream of the tank and weight loss, the amount of water inside the tank by force upstream aggravated when gravity is greater than the upstream flood water tank closure plate to force the difference when the upstream transmission rope connected upstream of the tank fell, driving large-diameter drum trans (or cis) clockwise, counterclockwise wrapped in the original large-diameter wire rope drum drive upstream side of unwinding, while the wound, the upstream transmission wire rope drum through the upstream high upstream Low drum upstream guide pulley, the pulley to pull the upstream end face upstream vertical closure plate bearing pillar of the rivers around the direction of rotation center, open flood waterways, when faced with the closure plate board, said center plane parallel to the longitudinal vertical center plane hydroelectric channel flooding of the shutoff plate at both side surfaces of the force equilibrium is reached, the pump off at the moment when the downstream of the tank, the tank downstream of gravity will also be in equilibrium, and sides of the flood path through the spillway hydro tile toward waterways flow downstream, while the downstream face turned to the outside of hydroelectric channel closure plate, pulling the closure plate is locked in at the downstream face of the downstream transmission wire rope, bypassing the downstream vertical pulley guide pulley downstream downstream low drum up bypassing a high drum downstream, of the original wound clockwise pulling the large-diameter drum in the downstream side of the drive rope is wound, while unwinding, so that the synchronous operation with a large-diameter drum, and downstream of the downstream tank is connected to the drive rope by weight and Move on downstream water tank gravity reaches equilibrium state, turn off the pump on it, waiting for the waters to recede, when the floods recede slowly, then turn the pump downstream water tank on the top surface, so that the operation continues, and other rivers flood back to perennial traffic levels, the upstream end face closure plate to close the two waterways flood embankment, its downstream face close to the entrance end face from eight hydroelectric channel shape, fill water tanks are low upstream, downstream water tank evacuated When high, this period, flood water flowing waterways are two closure plate closure and some or most of the water flow flowing hydro channel, so that the entire bridge river hydro corridor of wind power generation capacity of the joint from the highest value to maintain set value, when the need for hydroelectric power channel and power generation equipment for maintenance, upstream tank by gravity under control agencies operate two closure plates to close off herringbone closed, full-bridge river hydro wind Joint hydroelectric power generation promenade channel to the river a central longitudinal vertical plane as the base, symmetrically reinforced concrete building hydroelectric channel diversion dike on both sides, will be divided into three rivers, waterways, two diversion dike inside surface can be straight vertical surface, they can be folded vertical plane, the relative distance between the inner surfaces of the two straight vertical diversion dike between equal hydro power rotor rotating impeller diameter tree hydroelectric installations, where in two hydroelectric channel diversion dike Inter installed hydro power rotor diversion embankment called swirl channel, two guide levee and river embankment above the river the water depth is greater than the height of the largest rivers flood waters, the bottom surface of the channel can be beveled hydro or ladder plane, but it must be the horizontal swirl channel, which depends on the maximum cross-sectional area over current peak flow of the selected rivers, a full-bridge channel two hydroelectric diversion dike upstream end face respectively with the two downstream end closure plate face fit downstream face after the last tree hydroelectric installations corresponding diversion dike at the river, ferret T-shaped section of the river across the storage tank, so that the whole rivers flowing through the middle of the groove to the downstream flow to the downstream section of the river to build a full-bridge river hydro wind power co-generation corridor, two diversion dike the inside surface is straight vertical hydro channel, called bridge river hydro wind power co-generation hydro corridor straight channel, its simple structure, less capital investment, but small for hydraulic efficiency, hydropower installed in straight hydraulic torque shaft tree producing hydroelectric power device in the channel, either full-clockwise rotation, can also be full of anti-clockwise rotation, but also that cis, trans-clockwise, depending on the designer Selected 'move the water leaves' in the design of the hydraulic capacity torque shaft layout, two diversion dike is folded inside surface of the channel vertical hydro torque produced by the rotation direction of the axis of the tree hydro hydroelectric device clockwise (Ying flow overlooking) is called a clockwise direction hydroelectric channel that hydraulic torque shaft all the tree producing hydroelectric installations within the bridge hydro corridor according clockwise, counterclockwise direction is called anti- clockwise hydroelectric channel that hydraulic torque shaft all the tree producing hydroelectric installations within the bridge hydro corridor according to rotate counter-clockwise direction, according to cis, trans-clockwise direction is called commutation hydroelectric channel that bridge hydraulic torque shaft all the tree producing hydro corridor hydroelectric installations within convert alternating direction according to the rotation, either clockwise hydroelectric channel, channels or counterclockwise hydroelectric hydroelectric commutation channels are in the tree water Hydraulic torque producing apparatus for generating axis of the center of the radial end face of the impeller with its shaft is attached to the torque capacity of the hydraulic 'move the water blade' is formed at the diameter of rotation of the cylinder to draw the subject to determine the vertical straight where the channel width of the surface hydro cyclone channel to determine the vertical deflecting hydro cyclone where the diameter of the channel passage, the hydraulic power when the rotor is mounted on the vertical swirling flow in the through-passage channel of the hydro, are separated by water runoff produced torque shaft, but the flow direction of the same, when the hydraulic rotor mounted off hydroelectric power channel at turn vertical swirl channel, runoff channel at the entrance of the cyclone biased torque shaft of a hydraulic capacity side, and the water at the outlet of the cyclone tend to the other side of the channel, i.e. in the vortex channel of the incoming water flow direction of the deflected channel of a diameter of the swirler section of the two-phase arc displacement confrontation vertical deflector constitute a hydraulic power cylinder rotor embankment running room to turn off the vertical hydro cyclone channel channel prevail in the upstream sections of the swirl channels are built some vertical and straight vertical slash diversion dike and swirl channel dislocation confrontation arc vertical end surface diversion dike corresponding link, built in the swirl channel upstream vertical slash straight vertical diversion dike and diversion dike constitute some oblique flared channel, oblique flared channel upstream end face overcurrent swirl channel cross-sectional area larger than the opposite side of the entrance area, if the cyclone vertical channel at the entrance arc with the ipsilateral side of diversion dike diversion dike vertical slash link corresponding end face, the other side arc vertical diversion dike and diversion dike ipsilateral straight vertical end surface corresponding links, the arc vertical diversion dike downstream section of the cyclone and the ipsilateral side of the channel at the outlet straight vertical surface diversion dike corresponding end face link arc vertical diversion dike and ipsilateral vertical slash diversion dike downstream segment corresponds to the end face of the other side of the link, which is folded vertical arc hydro cyclone channel within the channel, the swirl channel dislocation confrontation by two arcs with the corresponding vertical slash diversion dike, diversion dike straight vertical hydraulic power constitutes the rotor operating space, that is, if the end face of the arc cyclone inlet channel link is a right oblique flared channel, its outlet end face is a left oblique link flared channel, otherwise the contrary, in the same arc bridge hydro corridor swirl channel has the same structure or similar structure , with a small arc swirl channel entrance area to raise the water level and improve the flow of 'move the water leaves' tree hydroelectric installations of the impact velocity, with arcs swirl passage largest export area to reduce the water level to reduce water to 'move the water leaves' tree hydroelectric installations resistance, so some oblique passage connecting an arc horn swirl channel, an arc swirl channel link for some oblique flared channel flowing through the guide The water flow channel for a flow to the right, to the left for a flow, if a tree is set hydraulic capacity hydroelectric torque shaft means is rotated in a clockwise arrangement, the other axis of the hydraulic torque producing device tree hydroelectric That layout rotated counterclockwise, that torque shaft adjacent the opposite direction of rotation of the hydraulic capacity of two tree hydroelectric installations, which form a bridge hydro corridor commutation hydroelectric channel, when each section inclined flared channel Hydraulic flow guide on the right side of the arc segment swirl channels (welcome stream overlooking) channels constitute a bridge hydro corridor clockwise hydroelectric channel, installed in a clockwise swirl channel bridge hydro wind power generation apparatus Power rotors are rotated clockwise, when every piece horn passages regarded oblique segment arc swirl flow direction on the left channel (welcome stream overlooking) channel constitutes a bridge hydro corridor counterclockwise hydroelectric channel hydraulic power hydraulic bridge wind rotor is mounted on the apparatus counterclockwise swirl channels are rotating counterclockwise, the current segment of the left side of the inclined section of the flared passage guiding the water flow passage swirl an arc (a plan view facing the flow ) channel, then flared section oblique orientation to the right section of the flow channel to the next arc swirl channels (welcome stream overlooking) channel, flared front and rear oblique passage in the opposite direction to the flow direction on the downstream flow of the arc spin In other word, he will form a bridge to the hydro corridor hydroelectric channel change are installed in accordance with alternating hydro power to change the direction of rotation of the rotor bridge hydro hydroelectric wind power installations on the channel, however, whether the types of hydraulic generation channel, where the same direction of rotation "tree wind power generation device" of the direction of rotation of the rotor the hydraulic power unit is mounted on the tree hydro cyclone hydro channel at the channel to be connected with the drive shaft above the deck, the actual , the installation of the entire hydroelectric hydroelectric channel tree below the deck means is mounted on the bridge plate above the flap, "wind power generation device tree", that is, the hydraulic capacity of the torque shaft means tree hydroelectric short fulcrum, 'move the water leaves' structure and design layout, with its deck above the "tree of wind power device" torque axis wind capacity, short fulcrum, structure and design layout jug identical or similar to the blades, When the wind blades that move clockwise (welcome stream overlooking) layout, 'move the water leaves' is also clockwise layout, and vice versa the other hand, the bottom surface of the above diversion channel swirl channels are installed hydroelectric installations hydraulic tree Reinforced concrete foundation underwater power rotor shaft, the reinforced concrete foundation swirl underwater channel horizontal upper surface, and the vertical centerline of the swirl channel tree wind the bridge plate is mounted on the surface of the hair electrical device shaft the axis of concentricity requirements, underwater support structure has installed capacity of hydraulic power hydraulic torque rotor shaft section at its center, the bridge on the promenade hydro wind cogeneration hydroelectric channel, where the installation of a hydro power rotor swirl channel at the inner side transverse vertical plane through the center of the cyclone and the diversion channel intersects the vertical line at the bank, engraving or painting a tag line installed hydro power rotor, along hydro power rotor tag line will be installed to underwater support structure, the hydraulic capacity of the lower section of the torque shaft is provided with a support structure matching the underwater structure, the center of the lubricant oil hole of the thrust bearing and its lubricating surface of underwater communication, the hydraulic capacity of the bottom of a short axis of the torque When the axis of the pivot shaft to the height of the horizontal reinforced concrete foundation to the cyclone, is greater than 'move the water leaves' foliage center plane of the short axis of symmetry on the go with the axis of the hydraulic torque capacity with a plane, 'move the water leaves' under end to the distance between the axes of the short axis, swirling from reinforced concrete foundation to the distance to the horizontal plane of the surface water under the bridge the river promenade deck wind power co-generation, highly installation tree hydroelectric installations hydro power rotor operating space, that is, with the 'move the water blade' capacity hydraulic torque shaft axis of the top shaft of the hydraulic torque produced a short height to the support shaft side of the dike diversion swirl passages in the support shaft of the short on the 'move the water leaves' foliage to the central plane of symmetry when the hydraulic torque produced the same plane with the axis of the shaft, end the 'move the water leaves' to the diversion dike surface has a set distance, the tree hydroelectric device 'move the water leaves' upstream diversion channel will accept the impact of runoff, so that short spiral wire installed at both ends of the pivot shaft torque shaft of the hydraulic capacity 'move the water leaves', when there is runoff, every short 'move the water leaves' fulcrum both ends at the same time by the same hydraulic shocks, and because the centerline axis of the upper and lower its short branches 'move the water leaves' foliage center plane of symmetry (or front) side of the line between a set distance, i.e., 'move the water blade' leaf area on the short axis of the support shaft is asymmetric, when the inflow of the rotor against the impact of hydraulic power, the vertical swirling flow-through channel, the hydraulic torque of the shaft is produced separately from the water in the future, When the inflow side of the impact of 'move the water blade', so that the center plane of symmetry with the leaf to the axis coaxial with the hydraulic torque is produced when braking, thereby incurring a large inflow of thrust from the water to promote 'move the water leaves' on the other side of the tilt to the central plane of symmetry with the axis perpendicular to the axis of the hydraulic capacity of torque, allowing the foliage and runoff passing its streamlined to reduce drag, each of the two short fulcrum subtracting the resistance of the driving force of the thrust 'move the water blades' side generated, resulting in the production of the hydraulic torque of the shaft in the vortex at the channel hydraulic energy into mechanical energy, so that the device is able to obtain the tree hydroelectric energy into mechanical energy, and for arc swirl channel, since the oblique orientation flared channel to the inlet side of the arc concentrated runoff swirl channel, because the entrance is too small and increase the flow cross-sectional area of the inflow of water in the area, thereby increasing the inflow of 'move the water leaves' thrust, so to install hydro power rotor channel using the arc in the bridge hydro cyclone wind cogeneration promenade hydroelectric channel, will enhance co-generation Promenade generating capacity and efficiency, where, according to the annual maximum flood stable water flow and the amount of the selected rivers to design height and width of hydroelectric diversion channels, with the greatest amount of flood to set its height to install the hydraulic torque shaft production Short shaft can withstand the maximum centrifugal load to set the size of its two opposite vertical swirl passage between the axis of the hydraulic capacity segment is provided with a torque shaft under "tree wind power installations" section of the drive shaft stretch fit The connection structure combination, at its lower shaft is provided with the installation of underwater underwater thrust bearing structure on bearing mating knot making, capacity building in there navigable rivers near the bridge on both sides of the river hydro shore wind co-generation promenade, this river has enough water flow, the water is wide and deep, relatively embankment construction segment in the same river hydroelectric segment one or more channels on both sides, or both sides of the dislocation segments in the same river embankment construction of one or more hydraulic segment generating channel to the river bank as a benchmark to set off the river embankment width rivers, construction of two hydroelectric channel opposite sides of the river diversion dike vertical composition, its inside surface can also be relatively straight vertical hydro channel, they can be folded vertical hydro channels, building on the capacity of rivers navigable water level has a large difference in velocity big river, or the construction of hydropower stations downstream near a certain place, or building in a small river flowing into the estuaries of major rivers downstream near the shore side of the bridge near the river shore wind power co-generation hydro hydroelectric channel promenade, constructed open channel closure available channel mode, or constructed by assembling the way, no matter which way constructed upstream hydroelectric channel required to be built to intercept the flow of flared diversion dike and single leaf closure plate, concave cylindrical single leaf closure plate rotating cylinder with flared side diversion dike of the river upstream end face match, the closure plate is a single leaf Closed hollow reinforced concrete structure, the width of which is equal to the longitudinal dimension of the upstream end surface of the flared guide dike, that single door is closed, to prevent the passage of water flow hydropower, and the open flow to intercept more single door height dimension greater than the maximum peak height of the river, and its thickness by the largest flood peak in the river can not float is appropriate, in the center of the highly symmetric single leaf at the upstream end portion of the outer ring has installed a stainless steel wire rope, at the downstream end of the rotation of the closure plate cylindrical center, from the bottom to the closure plate at the bottom of the top surface of a processing and stainless steel castings made of load-bearing column diameter matching suits holes in the hole near the top surface of the parts of the suit embedded there with capitals bearing surface with The thrust bearing, thrust bearing bearing column through the center hole in the top surface of the cylinder protruding leaf segments, leading to a thrust bearing has a central hole and radial injection hole, so that lubricating thrust bearings can be injected into the face, the projecting section of the cylinder near the top surface of the closure plate of the cylinder, and provided with a radial screw hole alignment plate simplified mating annular groove on its top surface extending positioning plate cylinder and Simplified inside diameter surface of the match, the center of the pile diameter and underwater positioning under section bearing column positioning hole diameter match, underwater spud is a triangle with a circle of stainless steel tube cone straight teeth castings, straight teeth within the triangle face and the upper section of the cylinder cone cylinder links, triangular straight teeth and the outside diameter rotating cylinder shutoff plate adapted downstream end of the upper and lower sections of the cone taper tube also has a circle triangle straight teeth, the next stretch of the cone and the triangle Straight teeth are cut into the sediment production has edge, end straight flush on the triangular teeth underwater spud tube cone section center simplified its outer diameter of the cylindrical surface of the upper ring on the cone segment positioning the center of the cylinder barrel hole diameter and the lower cylindrical bearing column matching the depth of the positioning hole is smaller than the outer diameter of the cylinder on which the height of the triangle straight teeth, underwater positioning the total height of the pile to be appropriate tamping into the depths of the river, underwater spud with construction tool set into the river at the location, construction tools are steel column a reel body, positioning the lower end of the cylindrical pore spud moving underwater with its plate body under the central torus Toric contact with the cylinder, the height of the steel columns is greater than the depth of the river, the construction, the steel column attached to the positioning hole underwater spud, and use a rope to his body and triangular plate straight teeth bundled into one, Drag the set position with the tug lifted by piling boat to locate the position of tamping into the riverbed at depth, when you install a single leaf closure plate, the construction crane with a steel column from the load-bearing column Set to single leaf hole closure plate suits and suits with the positioning plate cylinder to the load-bearing columns protruding section of the top surface of the cylinder shut-off plate screwed into its ring groove, so that the closure plate and bearing assembly into column one, drag position when underwater positioning pile it liftedso that the column is inserted into the bearing piles underwater positioning the lower positioning hole, the closure door plate board holding unit, said central plane and facing the direction of flow parallel to the river, so that the pressure of the water being small, and in this state, the On the downstream side is concave cylinder unit haulage diversion dike to make it close to the upstream end of the concave cylindrical rotating single leaf closure plate cylinder, and then inside the diversion dike unit thickening strengthen the construction, When the bottom surface of the diversion dike unit settlement to bed, will outline cutting into pipes embedded in the plastic blind, tamping method using steel skewer into the depths of the river, and then in the steel skewer rod structure woven steel mesh and poured cement mortar until the top surface of the diversion dike unit near the upstream end face in the top part of the construction of the fixed plate installed single leaf closure plate positioning plate bearing column section at the fixed plate and the positioning plate welded with steel mesh connected the single-leaf closure plate can rotate around a load-bearing column, flared diversion dike along the direction of a single leaf can define the upstream end face closure plate rotating parts of the rivers in the column with the pulley set limit, the limit is under water column spud location The use of stainless steel casting by cutting limit column in the next three sections of the cylinder by the constitution, under which segment cylinder aperture positioned underwater spud mate, on the bottom surface of the torus ring with its center in the middle section of the cylinder contact with the lower surface of the ring and the pulley on the end face in contact with the intermediate section, and the working face of the pulley is installed at the upstream end portion of the single door installation outer closure panel adapted rope through the center hole of the pulley on the protruding section of the column maximum peak when the river water, which will be located at the upper end navigation warning lights, limit column will spud its underwater bundled into one with a pulley, drag to move the set position to maintain the vertical lift-like, directly tamping the top surface of the column limit, put it into the depths of the underwater spud riverbed, in the limit column positioning in underwater positioning pile after a single leaf closure plate bearing column was transferred to the column, so that the upstream end face turn to close to the embankment surface, blocking the water flow, operating a single leaf closure plate control mechanism consists of a rotating pulley above the doors with underwater switch limit column, rope downstream, upstream and downstream underwater vertical pulley, upstream and downstream high pulley, column downstream pulley drum high downstream, upstream and downstream the tank holder, the tank downstream of the tank and constitute a hanging pulley, a downstream tank closed hollow reinforced concrete structure having a square or cylindrical in its top portion suitable There is a water pump, the pump has a tube imports bottom line, its outlet hose interoperability with rings in their center of gravity at the top of the bottom surface of the tank's height from the ground is equal to the upstream end face of a single rotation of the Hua Hu leaf closure plate chord line, when a large vertical size single leaf closure plate when the water tank with increased cross-sectional area to meet the requirements of its vertical movement distance upstream of the tank filled with water in the water for a significant total closure panels on both sides of a single leaf the pressure difference required to provide adequate downstream tank upstream of the water tank to enable it to reach the desired total weight of the door when the upstream end face of the closure plate against a single river banks, the upstream wire rope attached to a single door hook closure stainless steel plate outside the ring, holding the rope in order to bypass the upstream limit column pulley, bypass upstream underwater vertical pulley, high pulley bypass upstream, bypassing the upstream column pulleys, bypassing the upper reaches of high drum, to set up the large diameter tank between the upstream and downstream along the drum (or anti)-clockwise after the set number of revolutions of the winding, around the hanger bracket tank at the upstream pulley and the other hook attached to the rope upstream of the upstream tank the rings, the upstream tank parked in the high position at the same time, the downstream rope hooks attached to the inside of a single leaf closure plate stainless steel ring, holding the rope in order to bypass downstream downstream underwater vertical pulley, bypassing the downstream high pulley, around the downstream column pulley drum around the downstream high, in a large diameter provided on the tank between the upstream and downstream counter-drum (or cis) hour after the set number of revolutions of the winding, around the downstream tank of the stent Pulley and the other hook is attached to the rope downstream of the downstream tank within the rings in the downstream tanks parked on the ground, one need to open the door when the closure plate to open on the tank downstream of the pump, water tank be injected upstream of the water tank through the hose, bringing the total upstream major in the water tank of a single leaf closure plate plus the difference between the upstream and downstream sides of the pressure tank weight, the weight is increased to the maximum value of the upstream tank, the tank due to the aggravation of the upstream drop, pulling upstream rope while unwinding in the large-diameter drum, while Chan around, thereby pulling the single leaf closure plate to open the center of the steering rivers, with the single leaf closure panels open, water on both sides of a single leaf closure plate pressure difference will be reduced, Turn the single leaf closure panels will accelerate, when a single leaf closure pressure difference between both sides of the plate turned zero value (zero pressure position), the rivers flow into the rotation to further accelerate the single leaf closure plate until the single leaf closure board to limit column and stopped, then, on the upper reaches of the tank has dropped to the ground, limit the column where the pressure is equal to the total gravity tank upstream of a single leaf closure plate minus the pressure difference between both sides at the same time downstream water tank due to weight loss and increased downstream pulling rope while Chan around the large diameter drum, while unwinding, so that downstream water tank parked at the highest level, a single leaf closure plate against the retaining post office is near the shore bridge Wind River hydro hydroelectric power co-generation norm promenade channels only bridge in the river water near shore wind power generation joint corridor needs an overhaul, it needs to shut down hydroelectric channel, when the need to close the hydroelectric channel, turn on the upstream tank pump water through their tank hose injection downstream tank when the tank is significant in the total downstream flow on both sides of a single leaf closure plate pressure difference, a single leaf closure plate starts to rotate in the closing direction, increasing the weight of the downstream tank The decline in the upstream tank rises due to weight loss, boosting the upstream side of unwinding the rope on the large-diameter drum, while Chan around, thereby pulling the single leaf closure plate turning river banks, when it turned to zero pressure position, the flow of The pressure on both sides of a single leaf closure plate into poor acceleration off, when a single leaf closure plate to trumpet diversion dike embankment side of the river hydroelectric channel closes when the downstream tank to the ground, a single leaf closure plate pressure difference on both sides by bear corresponding bank, while the weight loss due to the upstream tank rises, pulling the rope upstream side Chan around the large diameter drum, while unwinding, so that the upstream tank to stop at the highest when using the channel when the assembly constructed as hydroelectric , including the diversion dike single leaf bearing closure plate and related parts and the whole assembly in turn hydroelectric channel construction, the building is: the first step in setting the bridge construction near shore wind power co-generation long river hydro On some rivers Gallery hydroelectric channel set from the original section of the width of the river embankment, according to the type of setting hydropower through use dredgers to clean up the sector, which was deposited sediment removal, until see to the original riverbed, construction of hydroelectric power as the original riverbed channel base surface, the second step, standardized design, industrial production hydroelectric channel member assembly required, the third step, the construction of hydroelectric channel member assembly in turn drag at the base, followed suit were aggravated after strengthening the construction of a fixed base in the corresponding parts of the fourth step, the construction of the deck on the pier, the deck is built yurt-style power plant, the fifth step, yurt-style plants bridge The central portion of the base plate corresponding to the center of the swirl channel hydraulic power installation rotor, the bridge plate is installed, "the tree of the wind power generation device" and the torque capacity of the rotor shaft and the hydraulic power transmission shaft "of the wind power generation device tree" link , so that the two are integrally assembled to constitute a joint hydro-wind power plants, standardized design, industrial production refers to the use made of reinforced concrete with matching components and their members, mainly above the doors closure panels, water tanks, under There diversion dike and referred to the swirl channels, including hydropower diversion dike downstream channel flared channel, through vertical channels and oblique flared channel, regardless of which channel diversion dike is a square barrel reinforced concrete drifting body, in addition to the downstream end of the downstream end of the downstream end and door closure plate rotating cylindrical mating a diversion dike units are mated to a vertical cylindrical concave, convex and auxiliary piers are Independent diversion dike outside cylinder unit, the upstream end of the other components of the hydro-channel diversion dike each unit is a vertical cylindrical convex, concave downstream end of the vertical cylinder, ie two adjacent diversion dike unit vertical convex cylinder can match suit, on the floor side barrel diversion dike unit has two or more rows of steel tamping stick for blind holes through plastic pipe, drill rod in the lower section of the cone, the cone is slightly larger than the diameter of the blind cylinder bore above the outer diameter of the plastic tube and the outer diameter of the lower end of the ring of cement making, cutting blades, steel mesh with a blind hole on the floor of the plastic pipe is not in contact, so that it can pass through the drill rod not in contact with two vertical wall units and lower diversion dike upstream vertical convex cylindrical steel mesh is not exposed, both in the upper parts of the vertical wall and the floor at the intersection are provided for drag ropes across the longitudinal plastic pipe, upstream of the upper part of the lower vertical cylinder and a bump at the intersection with the bottom, respectively, with the lateral drag through plastic tubes for these plastic pipes are not in contact with the steel mesh on the end face of the building diversion dike unit There was a main reinforcement extending its upper end face, on the junction of its welded steel mesh stretched for some main steel inner surface, the height of diversion dike unit is larger than the largest rivers flood water depth, the width and the next upstream vertical bump size cylinders to make the diversion dike between units floating on the water surface for easy drag appropriate, including straight vertical swirl swirl passage channel and dislocation confrontation vertical arcs swirl channel, hydroelectric straight vertical channel surface swirl channel, is located between the whole channel downstream channels per flared for a set distance apart to install a hydro power rotor section of straight vertical channel, upstream rivers flowing flared channel for the interception, without prejudice Under the navigation conditions, the inflow end surface of the bell mouth is made wider as a transverse dimension of these, and the longitudinal dimension of the upstream channel is greater than the longitudinal dimension of the flared horn downstream channel, so that a large hydraulic energy accumulation, the downstream channel is used to expand the flared hydroelectric power outlet flow channel cross-sectional area in order to reduce the water level upstream flared channel link straight vertical channel which flows through the water level increases, there is a certain level difference in the channel section straight vertical swirl channel construction or dislocation confrontation arc vertical swirl channel, the channel in the construction site of the cyclone, and then dig some swirl passage adapted and installation of lateral grooves, the bottom surface is horizontal lateral grooves, straight vertical swirl channels are installed hydro power rotor space is a huge reinforced concrete hollow member cross section concave, concave hollow member from inside and outside the 'Kan' downstream concave-shaped member and the retaining plate two vertical walls of the hollow shell, the 'Kan' shaped members inside of the vertical the distance between the surface of the rotor diameter is equal to the hydraulic power, its bottom center position has installed its underwater thrust bearing support base, the support base is a stainless steel plate column structure, its disc body and the outer 'Kan' shaped member bottom right should be part of the steel mesh link, the link between the cylinder and the bottom two steel mesh on the floor with two reinforced concrete wrapped into a support column, supporting steel mesh cylinder, which extends the 'Kan' shaped member the upper section of the base plate formed with a cylindrical inner surface of the splined ring underwater thrust bearing on the lower seat mating external splines, over the support base in the transverse vertical plane of the center line with the inner 'Kan' two-phase shaped member confrontation inside the vertical plane intersecting lines were painting a tag line installed hydro power rotor, in vitro on the floor between the two parcels into reinforced concrete support columns in the downstream space built around 'Kan' shaped member load-bearing pillars, bearing pillars supporting the upper surface of the horizontal base plate to accommodate the 'move the water leaves' at the bottom of a short branch hydro power rotor shaft mounted on the rotating shaft torque capacity needs, so that the' move the water leaves 'Go and foliage production center plane of symmetry axis of the shaft torque when the same plane, its lower end surface sweeps' Kan' shaped member on the floor surface and sliding fit, resulting runoff produced its maximum effective driving force confrontation between the two phases outside 'Kan' shaped member longitudinal vertical wall, floor and downstream concave inner flap 'Kan' corresponding end face shaped member link, constitute a concave hollow member in the middle of straight vertical swirl channel, and the formation of concave space leaving straight vertical swirl channel has set the buoyancy out 'Kan' shaped members inside and outside the floor nearly two vertical panels 'Kan' symmetrically shaped member on the downstream part of the support base suitable for the construction of the center line of the main pier infrastructure, the main pier foundation is a short cylinder, the cylinder above the outer dwarf 'Kan' on the surface of the base plate-shaped members, in the range of low cylinder equipped with tamping steel for blind holes through plastic tubes, Dwarf on the floor outside the cylinder also has multiple rows for tamping blind holes through steel plastic pipe, used here on steel structures and steel diversion dike unit similar, but larger diameter, length to long, the upstream end face upstream concave flap 'Kan' shaped member in the near vertical wall panels within two to construct the diversion dike unit concave and convex cylindrical mating cylindrical, concave flap downstream near downstream face at the 'Kan' shaped members two vertical wall panels, constructed with the diversion dike unit convex cylindrical surface mating concave Gui, end and transfer its bottom on both the inner and outer longitudinal wall 'Kan' shaped member vertical and horizontal plastic were embedded at a vertical plastic tube for drag rope through, and in the end face of the board retaining concave downstream and were embedded with its bottom transverse junction for dragging a plastic tube through the ropes, pipe and steel mesh are not they close contact with the huge increase of reinforced concrete hollow member of horizontal and vertical dimensions, so that it can float on the water and easy to drag, dislocation confrontation arc vertical swirl flow channel and the straight vertical spin The difference is that the road; 1, rotating work space to install underwater hydraulic power thrust bearing rotor support base centers dislocation confrontation by two vertical and two arcs dislocation confrontation straight vertical structure, dislocation confrontation arc arc vertical upstream face and the vertical straight line connecting the vertical side of the cyclone path, its downstream end and slash vertical links, arcs vertical upstream end face on the other side of the slash vertical links, and its the downstream end and straight vertical links, two, vertical dislocation confrontation arc swirl channel link is a tilted flared channel, and only toward the inlet end of the runoff water yield torque shaft side 'move the water leaves' impact it foliage and hydraulic production center plane of symmetry axis of torque with flat, turned 'move the water leaves, resulting inflow of thrust, while the other side' this side of the water leaves trick 'foliage into vertical center plane of symmetry axis of the hydraulic torque produced in, turned 'move the water leaves' side suffered the cyclone resistance, 3, so up and down a huge reinforced concrete hollow member tour not only to link a concave end face flap, also separately an oblique passage connecting with flared bottom, on the contrary herein downstream oblique oblique direction flared channel, carried on its upper surface and the bottom surface flush with the floor swirl channel, 4, in the huge reinforced concrete hollow member entrance to the upstream end face inclined flared channel, construction and diversion dike unit cooperating concave cylindrical convex cylinder, inclined at its outlet channel downstream face flared, construction and diversion dike unit mating concave cylindrical convex cylinder, which causes a change to the channel will be built, in addition, other structures are the same straight vertical channels or similar swirl, the use of vertical displacement curve confrontation swirl channel, only need to adjust the oblique direction with matching flared channel, the channel can be constructed as a clockwise or counter-clockwise path, building a bridge in the estuary tidal hydro wind power co-generation hydro corridor passage, only straight vertical swirl channel, and not with misplaced confrontation arc vertical swirl channel, because there is high tide ebb and flow of tidal flow changes occur, if there are islands at the mouth of the river, and there through the sea channel between the islands and the land, or in There sandbar at the mouth, through the construction of seawater channel on sandbar in the sea lane through the construction of a full-bridge tidal hydro wind power corridor, if there is no river estuary islands and sandbars, then, without prejudice to the ship sailing in advance, into the appropriate section of the building at the mouth of the river near the shore tidal hydroelectric channel bridge, full-bridge tidal hydro wind power co-generation promenade and near shore promenade bridge tidal hydro hydroelectric power co-generation channels, and there is navigable capacity building The difference on both sides of the river near the bridge the river shore wind power co-generation hydro hydroelectric channel that corridor: a, Ying Chao flared seawall built deep sea, 2, at the end surface of the sea flared seawall, construction blocking the tide, the tide of double doors greet closure panels, closed double doors closure plate herringbone block the tide, to facilitate the construction of hydroelectric tidal channel bridge repairs, double doors open into the eight-shaped closure plate, interception and more into the tidal hydroelectric tide channel, two closure door plate configured to manipulate the composition of the single door installation of the same or similar closure plate, but always an important consideration seawater tank buoyancy tank, the tank should be around the same time tamping stopper into the column, the impulse tank so as to avoid the waves, tides hydroelectric river embankment flared channel extension within reach of the river to the sea, so that the channel can accommodate multiple hydroelectric tidal waters, and to reduce pollution of the river waters, the flared end face upstream embankment install a single doors closure panels, full-bridge, the bridge near the shore promenade tidal hydro wind cogeneration hydroelectric channel constructed using assembly methods, building between the coastline, islands or island bridge tidal hydro wind power co-generation hydro corridor generating channel, there is need to select the storage bay tide, tide pools or storage building, flared seawall built by Zhang Ying Chao the more wide, tidal water into the channel, the greater hydroelectric, tidal bay storage building or construction of storage capacity greater tidal pools, tidal hydroelectric channel can only use straight vertical swirl channel structure, the use of assembly methods to build hydroelectric channel, open end of the horn seawall built double doors closure plate, When the double doors of the closure plate off adult shape, construction or maintenance of hydroelectric tidal channels, double doors open into a figure eight closure plate, the bridge joint tidal hydro wind power plant started simultaneously while running, installed in the straight vertical swirl channel Hydraulic power may be either a full rotation of the rotor in the clockwise direction, but all rotate counterclockwise direction, but the cis, alternately anti-clockwise direction of rotation, just so that the "tree of the wind power generation device" in the rotational direction of the shaft and its consistent, if the incoming tide, hydro power rotor clockwise (back cramps see) direction of rotation, namely tidal shock 'move the water leaves' foliage central plane of symmetry axis on the right side of the hydraulic torque producing hydraulic power to the rotor and producing torque shaft axis with the plane, the impact incurred cramps, 'move the water leaves' foliage center plane of symmetry to the left of the vertical axis of the torque produced water, so that the tide swept foliage and reduce drag, while At low tide, low tide water and river water confluence 'move the water leaves' foliage central plane of symmetry of the hydraulic impact hydro power rotor shaft torque capacity and production of torque to the left of the axis of the same plane, the impact incurred at low tide, the right 'move the water blades' side of the leaf to the center plane of symmetry with the vertical axis of the torque capacity, low tide so that the flow resistance is reduced foliar passing, so that the hydraulic power upon the clockwise rotation of the rotor, therefore, the tide tide hydraulic power does not change the direction of rotation of the rotor, the rotor rotating direction of the hydraulic power is determined by the design layout, the channel set construction of hydroelectric dredger has been used to clean up its water sediment, so that the raw water has seen or sea-bed After the bed, the doors have been installed closure plate positioned in the set position is closed, connecting the downstream end of the diversion dike are concave cylinder unit, the upstream end and a downstream end is convex to concave cylindrical cylinder The diversion dike unit, followed by one set along the hydroelectric channel package, a diversion dike unit connection kit will thicken strengthen its underside so that the riverbed or seabed after settlement, in the diversion dike unit embedded in skewer inserted into the steel rod within the blind bore plastic pipe, each hitting a steel skewer rammed deep into the riverbed or seabed original base surface, and then stick the rod in steel structure woven steel mesh poured cement mortar to the top surface of the diversion dike unit on Thus, until the upstream channel flared hydroelectric diversion dike construction is completed, the first with a pass-through connection kit vertical arc vertical swirl swirl channel or channel the huge reinforced concrete hollow member, make huge upstream reinforced concrete hollow member convex cylindrical end face on both sides flared upstream diversion dike downstream face two concave cylindrical suits try to be in the space inside its two longitudinal sides of the thickened strengthened to settle to the bottom surface of the cross-slot base surface, the steel stick rammed deep groove base hit into the transverse plane, and then in the steel skewer rod structure woven steel mesh cement mortar poured into the space of two longitudinal side of the top surface, and the main pier set height above the top surface, with the same Methods auxiliary pier fixed to the set position, then re-connecting suit some diversion dike, connecting with a straight sets second vertical arc vertical swirl swirl channel or channel the huge reinforced concrete hollow member, and so and so on, until the downstream hydroelectric flared channel diversion dike construction is completed, after which the construction of the deck on the main and auxiliary piers, deck building yurt-style power house foundation, is to install a tree hydroelectric installations and the "Tree Space wind power device "and its equipment and facilities, the deck is a reinforced concrete structure matter to straight center channel or vertical arc vertical swirl swirl channel as a benchmark to build the deck, which is a central part of the spokes type of steel plate, steel plate outside Spoke is reinforced concrete structure, built of reinforced concrete structures junction-spoke steel disc with a radial section of the L-shaped steel mounting ring, L-shaped mounting ring outer cylindrical surface and ring welded steel mesh underside its diameter and the outer diameter surface-spoke steel plate inner cylinder adapted garden side, the bottom surface of the L-shaped steel mounting ring ring ring features a steel plate and Spoke fitted around the screw holes on the hole bottom surface of the ring which is greater than the inner diameter of the hydraulic power of the rotor diameter-spoke steel plate is composed of two L-shaped radial cross-section of a short cylinder with a concentric welding or casting spokes carrying member, L-shaped radial cross-section of the outer mounting is provided with a short ring simplified adapted to the cylinder, the bottom surface of a ring provided with screw holes adapted to its holes, L-shaped radial cross-section disposed within the cylinder installed "tree wind power generation device" of the drive shaft axis of the lower disc-shaped base pillars adapted configuration, where the pillars of steel disc-shaped base member, after the cutting disc-shaped base has a mounting pillars lower shaft structure of the drive shaft thrust bearing "tree wind power generation device", "wind power generation apparatus tree" through which the drive shaft axis of the lower thrust bearing section central bore extending elongated lower surface of the lower deck portion is provided with a hydraulic coupling power rotor shaft spline fit within the external splines with end shaft centering cylinder segment with its matching, surface laid on a circular steel spokes Spoke steel plate, steel plate on the ring concentric cylindrical surface of the end face of the short flush, which corresponds to a spoke at the site of a suitable coupling is provided for mounting into the manhole and manhole cover its extension shaft segment, corresponding to the spokes of the manhole The spider plant has adapted to operate beneath the worktable plate, qualified after-spoke steel plate test equipment hanging from it, the lower thrust bearing is equipped with underwater upper body is equipped with connection combinations (including centrifugal clutch, the controller The ball and the annular plate and coupling) hydro power rotor lift, swirl channel markers along the two vertical plane slowly down the underwater thrust bearing inner ring Xiazuo spline channel packages to cyclone center on the external splines of the support base, the hydraulic power in a state where the rotor is vertical, the steel plate Spoke mounting ring located within the steel, the screw holes aligned, to install the "tree of the wind power generation device" thrust bearings The pillars disc-shaped base is located in the Simplified Chinese, the thrust bearing is installed on pillars disc-shaped base, the "tree wind power installations" drive shaft lift, plus the long axis of the shaft section through the center hole of the thrust bearing , the lower surface of the deck projecting downwardly, so that the external coupling splines and the centering of the lower end of the cylindrical body with a combination of the connection structure on the extended shaft section of the small inner diameter of the internal splines and the mating face of the movable, so that the axis of hydraulic torque capacity centering the upper end of the large inner diameter cylindrical surface on the coupling section of the shaft moving with, the hydraulic power in the post-rotation of the rotor shaft and the "tree of the wind power generation device" of the drive shaft coaxial qualified, the pillars fixed to the disc-shaped base On a short cylinder, assembly workers from the manhole into the spider-style table board will be installed to control the actuator clutch disc shaped pillars at the base of the lower surface, the rotor is installed in the hydraulic power to the entire hydroelectric channel After each deck below and connected to the drive shaft, "the tree of the wind power plant," the good, the yurt-style plant room deck above, completed the installation of "tree wind power device" to complete the vertical generators and installation of related equipment institutional facilities, so that the entire bridge hydro-wind power co-generation power plant on the promenade-style yurts are in a state to be running, open channel upstream hydroelectric closure plate, river water or tidal hydroelectric channel, enter hydroelectric channel hydraulic joint hydroelectric installations and wind-driven drive shaft tree "tree wind power generation device", driven generators each yurt-style power plants, forming a bridge roads wind co-generation hydro corridor, each class wind power co-generation hydro corridor bridge, the bridge on the composition of the tidal rivers and wind co-generation hydro corridor, when the rainy season, but strong wind or flood, a bridge river hydro corridor every wind of a co-generation power plant, will be running at full capacity, which requires each one generating equipment of this type of power plant capacity is large enough so as not to overload power generation equipment damage, for this type of power plant to be set up clutch control, When necessary, the hydraulic power to control the rotor so that the centrifugal force coupling clutch disengagement and idle, as long as there is usually a water power plant water flow, there is a corresponding power generation capacity, if the decreases when the amount of water that can close the corresponding Li generator to control, if it was a severe drought year, the tree can be automatically controlled centrifugal clutch hydro power wind power installations every corridor of a power plant shut down, but the wind is unsteady, sometimes large and sometimes small, sometimes not even the wind, which requires timely close or start some vertical generator to control the smooth operation of the plant, and the water is always flowing rivers, and water and air movement regardless of day and night black night suddenly blowing wind, then the excess generating capacity, it must be connected with the national grid, or sent to the generating capacity of the power storage storage plant at night, or to drought, flood irrigation areas, drainage network power supply, or to areas of forest fires extinguishing water network supply, if required in the yurt-style building power plants outside the diversion dike construction and life segments plant production work required, the various types of wind power co-generation hydro corridor bridge becomes truly color Energy production and research and development areas, the rivers, the rivers near tidal hydro wind power plants are everywhere, people will have to see what kind of a picture of the human need to worry that the depletion of underground energy it.
2. 2. a kind of bridge-type rivers morning and evening tides waterpower wind-power combined generating gallery according to claim 1, it is characterized in that: be arranged on the thrust bearing under water on eddy flow channel center supporting base external splines, by upper bottom base and the thrust bearing of thrust bearing form under water, under water thrust bearing bottom base be a centre by dividing plate, cut off simplified, hypomere cylindrical shell is provided with the internal spline matching with supporting base external splines, the gravity of its top end face supporting clapboard carrying hydraulic power rotor for supporting base external splines, the simplified path cylinder matching with thrust bearing bottom race that is provided with of epimere of dividing plate top, be provided with the large footpath cylinder matching with the outer diametric plane of top base inner barrel, anchor ring place between large path cylinder is provided with lower stone China ink Mi seal ring, anchor ring place, upper end between the external diameter cylinder of bottom base and large footpath cylinder is provided with stone China ink Mi seal ring, suitable position at its external diameter cylinder hypomere is provided with the annular groove for lifting, the suitable position of its epimere is provided with multiple tracks setting-in Shi Mo Mi seal, the lower surface of thrust bearing bottom base is supported on the horizontal plane of center support pedestal under water, thrust bearing top base is three sections of barrel components under water, hypomere is provided with inside and outside cylindrical shell, epimere is provided with simplified greatly, inner barrel is provided with the internal diameter cylinder matching with thrust bearing top race, interior simplified outer diametric plane moves and coordinates with the large footpath cylinder of bottom base, its lower end anchor ring coordinates with its lower stone China ink Mi envelope ring Mi envelope, anchor ring between inside and outside cylindrical shell coordinates with stone China ink Mi envelope ring Mi envelope on it, the aperture surface of outer cylinder body is provided with the Mi front cover that matches with setting-in Shi Mo Mi seal, at the annular groove section facing to bottom base, be provided with the pin hole for lifting, outer simplified lower surface coordinates with center support pedestal level is moving, the inside and outside centre bore diametric plane of anchor ring body between simplified of epimere large cylinder and hypomere and the waterpower of hydraulic power rotor are produced torque axis hypomere axial plane and are moved and coordinate, the step anchor ring of its this shaft part of anchor ring and its contacts cooperation, the large simplified internal diameter cylinder of epimere produces the corresponding axial plane interference fit of torque axis with waterpower, and weld with corresponding axial plane along its upper port, when hydraulic power rotor is installed, with pin, from the pin hole of top base, be pressed in the annular groove of bottom base, thrust bearing and upper bottom base and hydraulic power rotor link into an integrated entity under water.
3. 3. a kind of bridge-type rivers morning and evening tides waterpower wind-power combined generating gallery according to claim 1, it is characterized in that: hydraulic power rotor and " tree-shaped wind power generation plant " power transmission shaft are connected to become the syndeton assembly of tree-shaped hydroelectric installation, by centrifugal clutch, shaft joint, clutch controller forms, cylindrical body centrifugal clutch is slidably matched with the external splines that its internal spline and waterpower are produced torque axis epimere axle place, the radially teeth groove being provided with its internal spline top anchor ring and the radially teeth groove interlock at anchor ring place, shaft joint lower end, on the step anchor ring of locating, be provided with the hole of a circle An Zhuan Roll pearl below its teeth groove root, the diameter of the degree of depth Lve little Yu Roll pearl in hole, external diameter cylinder place at close-table rank anchor ring, four of mounting strap pulley supports in uniform way, four measure-alike equiponderant elasticity steel poles with balancing weight of geometrical form, the head of holding elasticity steel pole is walked around respectively the work plane of pulley, its head is fixed on to respective outer diameters cylinder place, cylindrical shell lower end downwards, the upwards component of the centrifugal force producing under the setting rotating speed of the weight of balancing weight by hydraulic power rotor determines, set balancing weight under rotating speed upwards component can on move clutch, make the radially teeth groove of its upper end surface and the radially teeth groove interlock at place, shaft joint lower surface, shaft joint is that three sections of aperture surfaces are simplified, the simplified aperture surface of epimere is provided with power transmission shaft and lengthens the internal spline that the external splines at shaft part place is slidably matched, the simplified little aperture surface in stage casing moves and coordinates with the lower end centering cylinder of power transmission shaft below lengthening shaft part, little aperture surface contacts cooperation with the external splines that power transmission shaft below lengthens shaft part with the step anchor ring between its lower end centering cylinder with the upper orifice ring face between its internal spline, upper orifice ring face make shaft joint can not on move, the moving cooperation of upper end centering cylinder that the imperial palace diametric plane of hypomere cylindrical shell produces torque axis with the waterpower of hydraulic power rotor, the upper surface of upper end centering cylinder contacts cooperation with the lower orifice ring face between big or small aperture surface, lower orifice ring face can not move down shaft joint, upper and lower orifice ring face makes shaft joint axial location, the axiality requirement that coordinates to keep power transmission shaft and two between centers of waterpower product torque axis of big or small aperture surface and upper and lower side centering cylinder for shaft joint, and the lubrication oil that makes to inject the thrust bearing of the power transmission shaft cylinder of feeling relieved along lower end flows into the horn mouth of centering cylinder upper end surface, upper end, the centre bore that produces torque axis by waterpower removes lubricated short fulcrum on it and thrust bearing under water, the lower surface place of shaft joint is provided with the radially teeth groove with the radially teeth groove phase interlock of centrifugal clutch upper end surface, clutch controller is by the Yi Quan Roll pearl being arranged on centrifugal clutch step anchor ring, an annular slab on Fang Zhi Roll pearl, one group of push type electromagnet is configured to the propping up of soffit place that is arranged on important actor dish type pedestal, when hydraulic power rotor runs well, the lower surface of the thrust column of one group of rack-mount push type electromagnet just approaches and does not contact with the upper surface of annular slab on Fang Roll pearl, annular slab on Fang Roll pearl freely rotates with centrifugal clutch, only have when on hydroelectric generation passage, certain power plant needs overhaul, just start this group push type electromagnet, the thrust column of push type electromagnet stretches out pushes down annular slab, make centrifugal clutch and shaft joint remove interlock, make the idle running of hydraulic power rotor, when there is no wind, can pull down " tree-shaped wind power generation plant " each component assembly carries out large repairs, if in the time of need carrying out large repairs to hydraulic power rotor, the first step, on the trraning pole end face of mark line relatively to the centering plate of locating to stretch into U-shaped head below waterpower is produced the external splines lower surface of torque axis epimere, suitable with U-shaped head cambered surface and this place's cylinder of centering plate, centering plate is fixed on trraning pole end face, to keep hydraulic power rotor vertical rotary, second step, remove all members of centering plate top, the 3rd step, with the handgrip of three bar suspenders, catch waterpower to produce the external splines lower surface of torque axis epimere, the 4th step, withdraw centering plate, hydraulic power rotor is hung out to eddy flow logical, repair or replace, if the power plant to whole piece generating gallery overhauls, need to close intercepter plate, make water body stop flowing in hydroelectric generation passage, subsequently, by above-mentioned four step rule, each power plant is carried out large repairs.