KR20130095617A - Sea power generating station of double lagoons from tidal and wave power - Google Patents

Abstract

PURPOSE: A double lagoon type offshore power plant using tidal ranges and waves is provided to pump water by automatically controlling the height and angle of the pumped water of overflowing water paths even through wave heights are low. CONSTITUTION: A double lagoon type offshore power plant using tidal ranges and waves comprises multiple overflowing water paths (103), multiple double current water turbine generators (101), a pumped water reservoir (30), multiple pump-combined water turbine generators (102), lock gates (114), a first reservoir (10), and a second reservoir (20). Each overflowing water path has an overflowing lock gate to control the height and angle of pumped water. Each water turbine generator has a double current water turbine and an overflowing lock gate. The overflowing water paths and the double current water turbine generators are evenly distributed to reduce the flow distance of pumped seawater. The water pumped into the overflowing water paths and entered by the rotation of the double current water turbines is drained to generate power until next waves get up. The water stored in the second reservoir is used to generate power before and after a low tide or to pump the water.

Description

Sea power generating station of double lagoons from tidal and wave power}

The present invention relates to a demodulated knowledge marine power plant using waves and even, more specifically, the reservoir is formed of a breakwater having a water wave power plant, a wall wave channel and a dual pump water power plant on the shoreline or port with even large waves It is divided into the first reservoir that manages the pumping and power generation and the second reservoir that stores the water for generation, and accelerates the double-flow water wheel by landing waves and high tide, and the pumped seawater until the next wave lands. The present invention relates to a demodulated marine power plant that maintains the rotational speed, stores part of the reservoir in the second reservoir, compensates for insufficient power when the waves are weak or at low tide, and regulates the power supply by itself. .

The traveling wave in the wave proceeds in the direction of the wind, and if the energy is continuously supplied from the wind, the wave height rises, and when the energy supply is cut off, the wave gradually weakens. However, when the slope reaches a gentle coastline, it drives and lands a large amount of water by inertia along the wave height, and when the inertia disappears, it flows down again and collides with the waves that follow, weakening the inertia.

Especially at high tide, the wave height is higher than at low tide, and the force is so great that when it collides with an object such as a breakwater at an angle close to 90 degrees, it is so high that the wave energy is concentrated on the surface of the water. It is said that much concentrated and wave energy progressing below the water surface slows down and weakens as the power goes down.

The wave power generation is a power generation water pumped with wave energy through a monthly wave channel inclined at a pumping angle. It is a wave wave type that is generated by using water level difference with the offshore. There is a vibration type that is generated by rotating the propeller with compressed air by using the water pump function that rises and descends in the form of an object, an enclosed space, but there are no commercially successful large wave power plants.

Even in the narrow seas, there is an average of even more than 2m, so if there is only one wide reservoir, the amount of pumping increases at high tide. Power generation may cease, and when the tide is turned to low tide, the drop will increase as the tide time approaches, but pumping may be nearly impossible unless the height is high.

However, as shown in FIG. 1, when the reservoir is divided into a narrow first reservoir and a wide second reservoir, the first reservoir may have a repetitive pumping and drainage level depending on the tidal wave of 3 seconds to 8 seconds. Sensitively fluctuating, it is possible to maintain the rotational speed of the aberrations by using the first reservoir level higher until the next wave lands. The water can be stored in the second reservoir without energy loss, and at low tide it can be generated or pumped to the reservoir by using the water level higher or lower than the second reservoir, regardless of whether the crest is high or low. .

The pumping angle is expected to be suitable for the angle of inclination of the wave channel to maximize the pumping height and pumping amount by preventing the inertia of the wave pumped by the wave energy from colliding with the wave channel. .

Pumping volume and pumping height depend on the structural conditions such as pumping angle of the monthly wave and the water surface area.Wedge-shaped wave wave with fixed pumping angle and pumping height as a structure is higher than pumping height at low tide. Or even pumping is almost impossible, and because the pumping height is fixed, it is not possible to adjust the water level so that even ritual is not available.

Therefore, the pumping angle and pumping height of the wall channel should be adjusted according to the pumping quantity. The moon-shaped wave channel has relatively high implosion stability, but the amount of pumping is small due to the slow adjustment of the pumping height and the fixed angle of pumping.

Therefore, the most ideal moon wave is a refraction type moon wave gate in which multi-level buoys are connected so that the low water level is closed at a positive angle according to the fluctuating water level, and the remainder refracted at the surface is floating on the surface.

In particular, the first reservoir with a low water surface area is sensitive to fluctuations in water level, and the water level rises every time the wave lands and then decreases by drainage generation until just before the wave lands. Even low waves can be pumped.

In addition, the wave energy is the largest two-thirds of the wave height, so the pumping angle is automatically adjusted because the moon wave is pumped between the impact of the wave and the load of the sea water.

On the other hand, the seawater immediately spreads over the Wolpa floodgates floating on the surface of the water, and the Wolpa floodgates, where the waves subsided for a while until they reached the reservoir, are in close contact with the jaw or rise to the surface until the water level rises by buoyancy. There is little seawater flowing down again.

The present invention consists of an aberration power plant (101) provided with a wave wave channel (103) having a refraction type moon wave gate (103a) and a double flow type aberration (106) along a pore or coastline with a high wave height. Breakwater reservoir is divided into a first reservoir 10 with a narrow area and a second reservoir, which is a long-term reservoir, so as to control the generation and pumping of water along the reservoir gate 114. First, the drinking water generator is accelerated and the high wave is pumped upwards through the double-flow aberration 106, and the drainage generation is continued until the next wave lands with the seawater pumped into the aberration power plant 101 and the moon wave channel 103. Some of them are stored in the second reservoir 20 having a low water level without any energy loss, and the tidal power generation is added to the wave power generation that combines the wave current flow type and the animal body type.

The bimodal aberration is installed on the vertical axis, and it is rotated in one direction and the rotational resistance is minimized so that the water flows in one direction and the energy conversion efficiency is high. When the inlet and the drain are exposed, they can rotate in the water.

However, if the sea side is exposed too much, the drop may be narrowed by the exposed height during drainage and damaged by the impact of the waves.If it is installed too deep below the surface, drainage may continue to the bottom of the aberration while the waves are landing. If the discharge amount is too high compared to the average amount of pumped water, the power generation may be stopped before the next wave lands or the amount of power generation ups and downs may be severe. Should be.

The first reservoir where the pumped power generation water is connected to the valley between the waves of the open sea and the drainage is generated in 3 to 8 second cycles. It is possible to pump and generate power even with low waves, and when the wave is high, a considerable amount is stored in the second reservoir, especially during high tide periods. The amount of power generated by a single generator is undulating depending on the wave's arrival cycle and wave height. Since there is a difference in the time and wave height of each wave generator, the total power generation is almost uniform.

At high tide than at low tide, the second reservoir level, which has more water storage, is highly dependent on tides and power generation falls may not occur before or after high tide.

In particular, the pumped-up power generation system using aberration power does not need a pumping station, a water source, and an inlet channel when pumping with surplus power, and because a single power generation process is omitted, the amount of pumping increases more than 2.5 times, and the drop is narrowed like a high tide. Considering that power generation is directly proportional to (√2 × fall) ², even when 60% of energy is inevitable when pumping up, energy is supplemented by positive power generation until the fall is increased. You can prevent consumption.

Power generation water stored in the 2nd reservoir and the pumping reservoir is able to delay power generation for at least 12 hours, and can be generated immediately by opening the gate, so there is no need to reserve the necessary reserve power after a long time.

When demodulation knowledge marine power plant is constructed in the estuary of deep river or deep valley, the inflow water can be stored in the second reservoir to be used as power generation water during the dry season. In case of an emergency that cannot be controlled by water alone, the articulated moon wave gate can also be used as an emergency drainage gate.

In the present invention, the power supply is adjustable regardless of tidal tides, low water level and wave height in the offshore tidal power generation using waves and even, the power generation can continue in low waves, surplus energy to control the power supply The objective is to develop a demodulated knowledge marine power plant system with minimal energy loss during storage.

In order to achieve the above object, the demodulation knowledge marine power plant has a water passage 113 through the wall so that the pumped sea water can flow and a hydrological groove 124 formed from the bottom to the top in the inner and outer sides, A plurality of channels formed by the pier 112 connected to the salvage opening 122 and the top plate 117 having a roadway;

A submerged beam 118 formed at a pumping angle to a low tide level or an average sea level in some of the seabeds, a lifting jaw 115 extending at the pumping angle from the submersible beam 118 to the lifting hole 122, and the pumping water A plurality of moon wave channels 103 having a refractive type moon wave sluice 103a having a lower end bound to the underwater beam 118 so as to be in close contact with the water surface of the jaw 115;

The aberration foundation 118a connecting the pier 112 to the bottom of the remaining channel, a water passage 143 attached to the water passage 113 so as to be opened and closed in one direction, and the pier 112 wall. Aberration groove 141 formed vertically from the aberration foundation 118a to the lifting port 122, and the aberration shaft rotatably fixed to the aberration frame 140 so as to be accommodated in the aberration groove 141. An aberration 106 and an aberration collection 139 integrally constructed with the power plant pier 112b so as to form an inlet and a drain through the aberration type aberration 106, and the lifting at the top of the aberration 139 A plurality of dual-flow aberration power plants 101 having a positive water level 115 formed at a positive angle to a sphere 122 and a water-wall water gate 121a to be in close contact with the positive water level 115;

A pumping reservoir having a pumping channel 111 constructed on the hydrologic tower 110 or the upper plate 117 and a pumping power plant 104 generating power to the external sea 40 so as to be connected to the bipolar aberration power plant 101 ( 30);

A water pump 108 fixed to a part of the double flow type aberration power plant 101, a power connecting device 146 connecting the water pump 108 and the double flow type aberration 106 to alternatively generate and pump water; A plurality of dual aberration power plant (102) having a check valve (153) for preventing a backflow in an opening of a vertical pump channel (147) connecting the pump (108) and the pump channel (111);

The inner sea side sluice groove 124 in the waterway in the waterway and the inner space is sealed or filled with buoyancy material so as to be automatically opened and closed in one direction by the water level difference has a plurality of shutters 116 attached to the hydroskeleton with a hinge A plurality of reservoirs 114;

Reservoir formed of a breakwater having the wall wave channel 103, the bi-modular aberration power plant 101 and the pumping aberration power plant 102 is a first reservoir for leading power generation and pumping around the water reservoir 114 10 is divided into a second reservoir 20 which is a storage space of power generation water passing through the shutter 116;

In order to shorten the flow distance of the pumped seawater, the monthly wave channel 103 and the double flow type aberration power plant 101 are distributed, and the seawater channeled into the monthly wave channel 103 and the double flow type aberration ( Drainage power generation by the sea water landed while rotating 106) until the next wave landed, the power generation water stored in the second reservoir 20 is used for power generation and pumping before and after low tide, secured by aberration power The positive and negative power generation system to compensate for the insufficient power generation is characterized by controlling the power supply.

The articulated moon wave sluice gate 103a and the water gate sluice gate 121 are formed by binding a plurality of pipe 131s to a hinge 129 or a plurality of pipes 131 attached to the bottom surface of the water gate 134. A plurality of ropes 130 are connected in multiple stages up to a low water level and a soft gasket 135 is attached between the side gates 134;

Up to the low water surface is in close contact with the positive jaw 115, the remaining sluice 134 refracted in the low water surface is floating, the height of the water pump and the pumping angle is automatically adjusted and serves as a backflow prevention gate function.

The sluice gate 134 is reinforced with either a T-shaped reinforcement plate attached between the bottom center line and the edge, or a three-way reinforcement plate 136 attached to the three corners, and the inner space is buoyant to have buoyancy. Filled with a material 127 or characterized in that formed of a closed triangular tube (128).

The moon wave channel 103 suppresses the fluctuation of the articulated moon wave gate 103a, and simultaneously cools the articulated moon wave gate 103a by opening the reservoir hydrograph 114 so that the emergency drainage gate A pair of ropes 145 which pass through the plurality of pulleys 44 fixed to the underwater beams 118 to bind to the submerged beams 118 and bind between the refractive moon wave gate 103a and the reservoir gate 114. Characterized in having a.

The aberration power plant 101 passes through the main shaft connecting the power of the double flow type aberration 106 to the generator 107, the upper end is formed at a positive angle, and fixed to the aberration frame 140 and the aberration groove 141. The aberration cover 138 and a middle purlin 125 fixed to the rear of the aberration cover 138 so that the bottom of the water gate sluice 121 is bound;

Rotation is first accelerated by tidal currents and waves in which the double flow type aberration 106 lands and the pumped seawater is used as drainage water or stored in the second reservoir 20, and the reservoir is opened by opening the reservoir 114. It is characterized by generating or pumping water.

The pumping power generation system lowers the water level of the second reservoir 20 by pumping or generating power at low tide or according to a weather forecast, and stops pumping or secures up to the full water level by high water before the crest is lowered. According to the supply and demand situation, the extra reserve power is stored in the second reservoir or the positive reservoir, or the insufficient reserve power is characterized by supplementing with power generation.

The present invention can be pumped even when the height is low due to the automatic adjustment of the pumping angle and the pumping height of the monthly wave, it is hardly affected by the power generation drop of the first reservoir, and according to the reservoir area of the second reservoir, It can be stored without energy loss, and pumping power generation system using aberration power can contribute to increase of pumping power generation efficiency and reduction of reserve power ratio, and can control power supply and demand all year round.

1 is a layout diagram of demodulated knowledge marine power plant with Wolpa channel and water power plant
2 is a cross-sectional view of a monthly wave with an articulated moon wave gate formed by a page gate.
3 is a plan view of a monthly wave path with an articulated moon wave gate formed by a page gate.
4 is a cross-sectional view of the aberration power plant consisting of a multi-stage dual-flow aberration and a water gate of Suwol-gu.
5 is a plan view of an aberration power plant composed of a dual flow aberration and a water gate of Suwol-gu
6 is a detailed view of the articulated moon wave or Suwolgu sluice with ropes
7 is an elevational view with articulated moon wave showing the operating state of the emergency drainage system.
8 is an elevational view of a dual pumped hydroelectric power plant equipped with a pump

Hereinafter, a demodulation knowledge wave power plant according to a preferred embodiment will be described in detail with reference to the accompanying drawings.

1 is a first reservoir 10 bordering a reservoir sluice gate 114, which is formed by a breakwater having a wolpa gate 103a, an aberration power plant 101, and a dual-use aquatic power plant 102, is opened and closed on the inland water side. The demodulation knowledge marine power plant layout divided into the second reservoir 20, the reservoir formed by the breakwater along the coastline is the power generation water pumped by the wave energy and high water on the boundary of the reservoir (114) until the next wave lands. The long wave water channel 103 and the aberration power plant are divided into a first reservoir 10, which is a short-term reservoir for drainage power generation, and a second reservoir 20, which is an inland sea for long-term storage of power generation water. 101 is distributedly distributed according to the depth and the average crest. In other words, the breakwater becomes the first reservoir.

2, 4 and 7, as shown in FIG. 8, the water reservoir 114 that is opened only when generating power by using the second reservoir water level or pumping pumped water for generation, or when using the wave wave channel as an emergency drainage water gate. The inner space is sealed to open and close the inland sea side sluice groove 124 orbit, and the plurality of shutters 116 attached to the hinge between the reservoir sluice 114 is automatically opened and closed toward the inland sea due to the difference in water level and waves. Filled with a buoyancy material such as polyurethane, stored in the second reservoir 20 having a low water level, and closed when the water level is reversed, the water level is maintained.

2 and 3 are cross-sectional views and plan views of the monthly wave channel 103 formed in the water channel, and FIGS. 4 and 5 are cross-sectional views and plan views of the aberration power plant 101, and the bridge 112 forming the water channel is a monthly wave channel 103. The upper plate 117 and the pier 112 which connects the water passage 113 through which the wall is passed and the pier 112 at the top to form a lifting port 122 and a road so that the seawater pumped through the drift flows through It is a common feature to have one hydrological groove 124 on both sides.

FIG. 2 is a cross-sectional view of a monthly wave channel 103 having a refractive moon wave gate 103a formed of a multi-level page gate 134, and FIG. 3 is a plan view of the moon wave channel 103, and the moon wave channel 103 is located on the outer sea side. Underwater beams to be in close contact with the low water level to the water wave pier (112a) having a submerged beam 118 formed at a positive angle from the seabed to the low tide level or the average sea level, and a positive jaw 115 extending from the submerged beam 118 to the upper end at a positive angle The refraction type moon wave gate 103a is fixed to 115.

4 is a cross-sectional view of the aberration power plant 101 formed of a multi-stage dual flow type aberration 106 and a generator 107 and a water gate 121, and FIG. 5 is a plan view of the aberration power plant 101. 118a) is inserted into the aberration groove 141 formed from the lifting port 122 in the longitudinal axis and the aberration-type aberration 106 in which the aberration shaft is rotatably fixed to the aberration frame 140 so as to rotate in one direction is the average sea surface or high water The water level is multi-stage or customized to be installed, and the Suwol-gu sluice 121 is installed to be in close contact with the water level to the power station pier (112a) having a water leveling jaw 115 formed at a positive angle at the top of the water frame (140).

As shown in FIG. 5, a pair of aberration collections 139 formed with water inlets and drains are formed around the biflow aberration 106 to prevent the seawater carried on the wing of the dual flow aberration 106 by centrifugal force to maintain high energy conversion efficiency. And, the aberration cover 138 having a space through which the main shaft connecting the double flow type aberration 106 and the generator 107 is formed in the pumping angle of the upper end to be a positive passage of the wave overflowing over the aberration of the aberration frame 140 ) And the aberration groove 141 is fixed to the aberration groove 141, and the middle purlin 125 which binds the water gate sluice 121 is fixed to the rear of the aberration cover 138 so as not to interfere with the installation or lifting of the double flow type aberration 106. .

6 is a flexible gasket 135 is attached so that water does not leak between the sluice 134 is connected to the multi-step 134 by the rope 130 and the end of the rope 130 and the spring 132 so that the gap between the sluice 134 does not open Detailed view of the articulated hydrograph closed with the fixing pin 133, the sluice gate 134 is a T-type attached to the bottom centerline and corners to withstand the impact and pressure of the waves, or as shown in FIG. The inner space is filled with a buoyant material 127 such as polyurethane or styrofoam so as to be reinforced with a three-way reinforcement plate 136 attached to three corners and floated on the surface, or formed as a closed triangular tube 128.

The articulated moon wave sluice gate 103a and the water gate sluice gate 121 have a plurality of page sluice gates 134 on the hinge 129 as shown in FIGS. 2 to 5, or on the bottom of the side gate gate 134 as shown in FIG. 6. The rope 130 passed through the plurality of pipes 131 attached to the water storage level is multi-stage connected to the water level up to the low water level to be a positive passage of the wave landing on the water tank (115), the water is refracted at the surface The remaining side gate 134 is floating on the surface of the water level and pumping angle is automatically adjusted and serves as a backflow prevention gate function.

7 is an elevation of the wave wave channel 103 showing the operating state of the refraction type moon wave gate (103a) also serves as an emergency drainage gate, the sea wave passing through the moon wave gate (103a) or the water drainage gate (121) If the seawater load and the buoyancy of the sluice 134 collide severely, the hinge may be damaged and the rope may become inoperable or the rope may become seriously worn. When the inflow from the upstream of the furnace increases and the emergency drainage is inevitable, the water reservoir 114 opens and the pulley fixed to the sea floor so that it can be used as an emergency drainage gate that sinks the oversea gate 103a and promotes drainage. A pair of ropes 145 passing through the water reservoir 114 and the end of the moon wave gate 103a is connected.

FIG. 8 is an elevation view of the two-way water power plant 102 having a water pump 108 and a water channel 111 connected to the power connecting device 146 next to the double-flow water wheel 106 in the water turbine power plant 101. A water pump capable of pumping with a double-flow aberration 106 power in the aberration power plant 101 built on one side of the breakwater as shown in FIG. 1 so that the reservoir 20 is narrow so that the water capacity does not reach its limit. A pumping dual purpose power plant 102 having a pumping waterway 111 connected to the pumping reservoir 30 having a pumping power plant 104 that is constructed on land adjacent to and is connected to the offshore 40 is formed.

The dual pump aquatic power plant 102 is connected between the double-flow aberration 106 and the water pump 108 by a power connection device 146 which can be selected between power generation and pumping, and connects the water pump 108 and the pump channel 111. A check valve 153 for preventing the flow of backflow is installed in the opening of the vertical water channel 147 so that the surplus power is produced or the second reservoir 20 reaches the limit whenever the reservoir level reaches the limit. Pump.

Therefore, the rotational speed is first accelerated by the wave energy landing by the biflow aberration 106 with the high water, and the waves overflowing the aberration cover 138 are drained together with the seawater passing through the monthly wave channel 103. It is utilized as power generation water, and if the amount of power generation does not meet the demand for electricity, the water reservoir 114 of some aquatic power plants 101 is opened and drained to the power generation water stored in the second reservoir 20. At this time, it is attached to the water passage 113 by a hinge. The water passage 143 is closed to prevent the second reservoir 20 water level from diffusing to the other aberration power plant 101 or the monthly wave channel 103.

If the wave height is low, since there is almost no drop between the first reservoir 10 and the open sea 40, when the tide is high, the level of the second reservoir can be reached by increasing the water level of the second reservoir through the monthly wave 103 and the aberration power plant 101. The water level is lowered by replenishing the insufficient power generation by pumping power generation and generating or pumping the power generation water stored in the second reservoir 20 by opening the water reservoir 114 before and after low tide.

When there is a surplus power storage request from the outside or when the reserve power reserve ratio is high, the amount of pumped power is reduced or pumped by aberration power by the spare power, and when power demand increases, power generation stored in the second reservoir 20 is first increased. By using water, energy consumption from pumping water is minimized to increase power storage efficiency.

Such pumping power generation system lowers the level of the second reservoir 20 by pumping or generating power before the wave height increases according to the weather forecast, and when power generation is less than the average, the pumping power generation inevitably loses energy by using reserve power. As much as possible, by re-adjusting the average power generation according to seasonal electricity supply and demand situation, the reserve reserve ratio controlled by thermal power generation, etc. can be lowered to a considerable level.

In other words, thermal power generation with high generation cost and preliminary operating time will continue to generate power within the range of basic power generation, and power consumption between day and night, especially as the temperature changes rapidly, will be controlled by tidal power or wave power generation. The solution is characterized by lowering the power supply unit cost.

10; A first reservoir 20; A second reservoir 30; Amusement reservoir
40; Offshore 101; Water Turbine Power Plant 102; Yangshuo Combined Turbine Power Plant
103; Moon wave number 103a: articulated moon wave gate 104; Pumping power plant
106; Bimodal aberration 107; Generator 108; Water pump
110; Hydro Gate Tower 111; A pumping channel 112; pier
112a; Moon Wave Pier 112b; Power plant piers 113; Through water
114; Reservoir 115; Amniotic jaw 116; shutter
117; Top plate 118; Underwater beam 118a; Aberration basis
119; Hydrology 121; Water Watershed Water Waters 122; Salvage
124; Sluice home 125; Midori 127; Buoyancy material
128; A triangular tube 129; Hinge 130; rope
131; A pipe 132; Spring 133; Fixing pin
134; Side water gates 135; Soft gasket 136; 3-way reinforcing plate
137; Water level 138; Aberration cover 139; Water wheel house
140; An aberration frame 141; Aberration groove 142; Aberration basis
143; Passage 144; Pulley 145; rope
146; Power connection device 147; Vertical positive channel 153; Check valve

Claims (6)

A water passage 113 penetrates the wall to allow the pumped seawater to flow, and a waterway groove 124 formed from the bottom to the top in the inner side and the outer side, and the upper plate having the lifting port 122 and the road at the upper end ( A plurality of channels formed by the piers 112 connected by 117;
A submerged beam 118 formed at a pumping angle to a low tide level or an average sea level in some of the seabeds, a lifting jaw 115 extending at the pumping angle from the submersible beam 118 to the lifting hole 122, and the pumping water A plurality of moon wave channels 103 having a refractive type moon wave sluice 103a having a lower end bound to the underwater beam 118 so as to be in close contact with the water surface of the jaw 115;
The aberration foundation 118a connecting the pier 112 to the bottom of the remaining channel, a water passage 143 attached to the water passage 113 so as to be opened and closed in one direction, and the pier 112 wall. Aberration groove 141 formed vertically from the aberration foundation 118a to the lifting port 122, and the aberration shaft rotatably fixed to the aberration frame 140 so as to be accommodated in the aberration groove 141. An aberration 106 and an aberration collection 139 integrally constructed with the power plant pier 112b so as to form an inlet and a drain through the aberration type aberration 106, and the lifting at the top of the aberration 139 A plurality of dual-flow aberration power plants 101 having a positive water level 115 formed at a positive angle to a sphere 122 and a water-wall water gate 121a to be in close contact with the positive water level 115;
A pumping reservoir having a pumping channel 111 constructed on the hydrologic tower 110 or the upper plate 117 and a pumping power plant 104 generating power to the external sea 40 so as to be connected to the bipolar aberration power plant 101 ( 30);
A water pump 108 fixed to a part of the double flow type aberration power plant 101, a power connecting device 146 connecting the water pump 108 and the double flow type aberration 106 to alternatively generate and pump water; A plurality of dual aberration power plant (102) having a check valve (153) for preventing a backflow in an opening of a vertical pump channel (147) connecting the pump (108) and the pump channel (111);
The inner sea side sluice groove 124 in the waterway in the waterway and the inner space is sealed or filled with buoyancy material so as to be automatically opened and closed in one direction by the water level difference has a plurality of shutters 116 attached to the hydroskeleton with a hinge A plurality of reservoirs 114;
Reservoir formed of a breakwater having the wall wave channel 103, the bi-modular aberration power plant 101 and the pumping aberration power plant 102 is a first reservoir for leading power generation and pumping around the water reservoir 114 10 is divided into a second reservoir 20 which is a storage space of power generation water passing through the shutter 116;
In order to shorten the flow distance of the pumped seawater, the monthly wave channel 103 and the double flow type aberration power plant 101 are distributed, and the seawater channeled into the monthly wave channel 103 and the double flow type aberration ( Drainage power generation by the sea water landed while rotating 106) until the next wave landed, the power generation water stored in the second reservoir 20 is used for power generation and pumping before and after low tide, secured by aberration power Demodulation knowledge marine power plant, characterized in that the power supply is regulated by a positive power generation system to compensate for the insufficient power generation.
The method according to claim 1,
The articulated moon wave sluice gate 103a and the water gate sluice gate 121 are formed by binding a plurality of pipe 131s to a hinge 129 or a plurality of pipes 131 attached to the bottom surface of the water gate 134. A plurality of ropes 130 are connected in multiple stages up to a low water level and a soft gasket 135 is attached between the side gates 134;
Up to the low water surface is in close contact with the positive jaw 115, the remaining sluice 134 refracted in the low water surface rises, the lifting height and the pumping angle is automatically adjusted, demodulation knowledge marine, characterized in that also serves as a backflow prevention gate function power plant.
The method according to claim 2,
The sluice gate 134 is reinforced with either a T-shaped reinforcement plate attached between the bottom center line and the edge, or a three-way reinforcement plate 136 attached to the three corners, and the inner space is buoyant to have buoyancy. Demodulated knowledge marine power plant, characterized in that formed of a material (127) or closed with a closed triangular tube (128).
The method according to claim 1,
The moon wave channel 103 suppresses the fluctuation of the articulated moon wave gate 103a, and simultaneously cools the articulated moon wave gate 103a by opening the reservoir hydrograph 114 so that the emergency drainage gate A pair of ropes 145 which pass through the plurality of pulleys 44 fixed to the underwater beams 118 to bind to the submerged beams 118 and bind between the refractive moon wave gate 103a and the reservoir gate 114. Demodulation knowledge marine power plant characterized in that having a.
The method according to claim 1,
The aberration power plant 101 passes through the main shaft connecting the power of the double flow type aberration 106 to the generator 107, the upper end is formed at a positive angle, and fixed to the aberration frame 140 and the aberration groove 141. The aberration cover 138 and a middle purlin 125 fixed to the rear of the aberration cover 138 so that the bottom of the water gate sluice 121 is bound;
Rotation is first accelerated by tidal currents and waves in which the double flow type aberration 106 lands and the pumped seawater is used as drainage water or stored in the second reservoir 20, and the reservoir is opened by opening the reservoir 114. Demodulation knowledge marine power plant, characterized in that for generating or pumping water.
The method according to claim 1,
The pumping power generation system lowers the water level of the second reservoir 20 by pumping or generating power at low tide or according to a weather forecast, and stops pumping or secures up to the full water level by high water before the crest is lowered. The demodulation knowledge marine power plant, characterized in that the spare power is stored in the second reservoir or the positive reservoir according to the supply and demand conditions, or supplemented with insufficient power reserve.

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