KR100807404B1 - Method to generate power continuously and to purify folluted water by means of constructing reservoir water space having big capacity higher than bank of river - Google Patents

Abstract

The present invention is to secure a large amount of storage by cascading a reservoir tank higher than the height of the river banks in the middle of the river, and the hydrological position formed in each reservoir tank is provided with a power generation facility to continuously generate power regardless of precipitation. It is a method of continuously developing while purifying polluted water by using a large-sized multi-stage storage space composed of a higher shape than a river bank, and installing a multi-stage cascade with water tanks along the inclined river at an angle. However, the upper surface of each reservoir should be horizontal so that the water inflow portion is lower than the bank's dike position, while the water storage area of each reservoir is higher than the bank's dike position, and the bottom of each reservoir is equal to the inclination angle of the stream. To configure; Channels are formed on both sides of each tank to allow water to flow into the stream, and openings and closing doors are provided at the channels at both sides of the water inflow portion of each tank to allow the water flowing through each channel to flow into each tank. Configured to be introduced; A water gate for opening and closing each discharge port is formed at a front lower end of each water storage part of each water tank while forming discharge holes rotatably installed with a hydro turbine; Each hydro turbine is connected to a power generator, and the power generator is wired to be electrically connected to a charging unit to continuously generate power while discharging water stored in each reservoir through each outlet.

Description

Method to generate power continuously and to purify folluted water by means of constructing reservoir water space having big capacity higher than bank of river}

The present invention relates to a method of continuously developing while purifying contaminated water quality using a large-sized multi-stage storage space composed of a higher form than a bank of rivers, and more specifically, a tank having a height higher than the height of a river bank in the middle of the river. The cascade was built in multiple stages to secure a large amount of water, and the power generation facilities were installed at each of the reservoirs so that the power generation could be continued regardless of precipitation.

As is well known, rivers are inclined at a certain angle as a whole, and banks are formed on these riversides to prevent water from overflowing, and retaining walls, blocks, and gabions are installed to protect the banks obliquely from the banks to the rivers. .

If the water flows through these rivers, there is a drawback that these river waters cannot be used at all. A dam or an underwater beam is installed in the middle of the river, and the river water is stored in the reservoir formed through the dams and the embankments on both sides of the river. By storing the water, these stocks are used for agricultural or industrial purposes.

However, in the case of dams or underwater beams formed in general rivers, the rivers are blocked as they are, so the amount of storage space must be small, so that the amount of water is also reduced, thus making it difficult to secure agricultural or industrial water.

On the other hand, a dam or submerged beam installed in a river is installed with a water gate to selectively discharge water in the reservoir space, and in order to automatically drive the water gate, a sensor, a hydraulic system, a comprehensive control system, and each of these systems to detect the water level are automatically installed. Power to drive is required.

Conventionally, since the general power is supplied and used as the power required for driving the hydrologic gate, its power consumption is very large, and power generation facilities may be provided at the dam or the hydrological location of the submersible beam. As described above, the reservoir space formed in the storage space was not secured enough to continuously generate power, and thus, power generation was not performed properly.

The present invention provides a higher form than the banks of the river to ensure a large amount of electricity by ensuring a large amount of water to secure agricultural water or industrial water as well as to ensure continuous generation regardless of precipitation. It is to provide a method of continuously developing while purifying polluted water by using a large-capacity multistage reservoir space.

In order to solve this technical problem, the present invention is to install a multi-stage reservoir tanks with a maximum height in the middle of the river than the bank of the river, and to form a channel so that the water flowing into the river on each side of each reservoir can flow. In each channel, opening and closing doors are installed so that the water flowing through each channel overflows through both side walls of the water inlet of each reservoir and flows into each reservoir, and at the lower end of each reservoir, the outlet for rotatable hydroelectric turbine is installed. It is characterized by providing a water gate to open and close this outlet while forming.

According to the present invention, the reservoir is formed in multiple stages higher than the bank of the river along the stream, and the water flowing through the channels formed on both sides of each reservoir is also configured to flow into each reservoir, so that agricultural land and industrial complexes or agricultural sites located at high places are used. It has the advantage of securing sufficient amount of storage water for use as water, industrial water, and daily water, and by opening the water gate formed in each reservoir, the water can be purified through the outlet and naturally purified. Power generation is installed through the power generation device installed at the discharge port, which can generate enough power to automatically drive the floodgate, and can provide the remaining power to the general power supply system, which can be used as a source of income for local governments. There is also an advantage.

In addition, if an ecological migration path is formed in the middle of the reservoir, fish or aquatic insects living in each channel can freely move to the other side for feeding or to find an environment suitable for themselves, thus forming a food chain naturally in this process. In addition, the water in each channel is mixed with each other, so that aeration occurs and contaminants contained in the water are decomposed into fine particles, which also has the advantage of purifying the water quality.

In addition, when the stream is divided to form a multistage reservoir tank on one side and a canal on the opposite side, a large capacity of water is secured through the multistage reservoir tank to be utilized as agricultural water, industrial water, and daily water, and water from the multistage reservoir tank. In addition to being able to continually develop while discharging water, it is possible to pass ships through canals, creating a complete river system.

Hereinafter, the present invention will be described in detail with reference to the embodiments presented and the accompanying drawings.

[First Embodiment]

1 is a perspective view of a water storage and power generation apparatus according to a first embodiment of the present invention, Figure 2 is a side cross-sectional view of the water storage and power generation apparatus according to a first embodiment of the present invention, Figure 3 is a first embodiment of the present invention 4 is a front sectional view of a water storage and power generation apparatus according to an example, and FIG. 4 is a plan view of the water storage and power generation apparatus according to the first embodiment of the present invention.

The present invention is to secure a variety of water by storing a large amount of water and at the same time to achieve continuous development, the general river has a low level between the bottom and the surface of the water, so the first step in the middle of the multi-stage cascade tank ( In order to install 10), the bottom of the river is excavated and excavated, and the sand, gravel, stones and soil produced in this excavation process are sorted out, and the soil is transported to rice fields or fields near the river for use in covering soil, and waterways Embankment facilities (2) to protect both sides of the installation will be installed using the gravel and sand and stones selected in the screening process.

In addition, to install the formwork for the reservoir configuration so that the upper surface of each reservoir (10) horizontally, and arranged the reinforcement therein, and used to build the reservoir (10) by using the sand and gravel selected in the screening process Prepare the ready-mixed concrete, injecting the prepared ready-mixed concrete into the storage tank building formwork to build the storage tank 10, and through the process of dismantling the formwork attached to the outer wall and the inner wall of each storage tank 10 from the upstream of the stream The water inflow portion is lower than the river bank (1) position, while the upper end of the water storage portion of each reservoir 10 is configured higher than the river bank (1) position, the lower surface of each reservoir tank 10 Each reservoir 10 is configured step by step in the same manner as the inclination angle.

In addition, both banks of the river (1) to build a retaining wall obliquely, to build a retaining wall block or revetment block, or to install a gabion can be built dike facilities (2) so that the soil does not flow down or collapse.

Water flows into each channel 20 by forming a separate channel 20 between the bank facility 2 and both sides of each reservoir 10 so that water flowing from a mountain or paddy field or field flows into the river. The water flows in a separate form from the water in each of the reservoirs 10, and the opening and closing doors of the reservoirs 20 so as to collect the water flowing through each waterway 20 in the waterway 20 at both sides of the water inflow site of each water reservoir 10 21) to form an auxiliary reservoir 20 'through this, and to control the opening and closing of the opening and closing door 21, the water collected in each of the auxiliary reservoir 20' is introduced into each reservoir (10).

Hydroelectric turbine 31 is rotatably installed at the outlet 11 of the front lower end of the water storage part of each reservoir 10, and a water gate 12 is installed at the outlet 11 to open and close each outlet 11. And, each of the hydro turbines 31 is connected to the generator 30 to adjust the opening of the water gate 10, the water stored in each reservoir 10 when the water exits through the outlet 11 The turbine 31 for power generation is rotated to generate power.

In addition, the power generation device 30 is configured to wire and transmit electricity to the substation or each home or industrial site, or electrically connect the power generation device 30 and the charging unit 32 to connect the power generation device 30. The electric power generated through the charging unit 32, the electric power charged in the charging unit 32 is supplied to the hydraulic unit 40 for automatically driving the water gate 12 and the opening and closing door 21 to the water gate 12 and the opening and closing door 21 The power required to drive the power supply can be configured to supply and receive through self-power generation, and the remaining power can be provided to the power supply system 50 which is configured to transmit the power to the home or industrial site to be consumed at home or industrial site. .

In addition, although not shown, the power generation device may be provided at the installation position of the opening and closing door 21, and the power generation may be configured by opening and closing the opening and closing door 21.

Of course, it is obvious that each opening and closing door 21 and each of the sluice 12 is configured to be opened or closed manually or automatically by the power means is connected to each of the opening and closing doors 21 and the water gate 12 by driving the power means.

In addition, each of the opening and closing doors 21 applied to the present invention can be opened or closed in the side, or may be configured in the shape, such as conductive or floating doors, the water gate 12 is of any form, such as sliding gate, hoisting gate, rotating gate All of them can be applied to the water gate, and the hydro turbine for power generation 31 installed in the outlet 11 can be configured to be rotated by the pressure of the water discharged so that the rotation axis is positioned in the width direction of the outlet 11, In order to prevent the installation of the outlet 11, or to prevent foreign matters such as aggregates floating upstream from breaking the turbine, the shape of the outlet 11 may be changed in various ways, the number of installation of the turbine According to the size of (11), it can be changed and configured in various ways.

In addition, it is possible to produce electricity using a method of rotating the turbine for power generation by using a hydraulic pressure discharged after installing a hydro turbine in this place by forming another discharge port in the other part of the discharge port (11). Naturally, the design change is within the scope of the present invention.

The hidden line in the drawing shows the original bottom position of the river.

When the opening and closing door 21 of each water channel 20 in the state configured as described above, the water flowing through the river, rain water, water discharged from the basement flows through the upper end of each of the reservoir tank 10 in sequence to the reservoir 10 At the same time, the water flowing through each channel 20 is collected in the secondary reservoir 20 'by the opening / closing door 21, and then goes over both side walls of the water inflow portion of each reservoir 10, Can be introduced inside.

When the water level of each reservoir 10 becomes the full water level, the water gate 12 of each reservoir 10 is opened, and as the water gate 12 is opened, an outlet 11 formed at the front lower end of each reservoir 1. As the power is generated and discharged upstream from the upstream, the clean water with heavy gravity is discharged by pushing the polluted water with light gravity according to the action of gravity and specific gravity. The pollutants are forced to the upper side of the water by purifying the heavy water according to the law of material jungle, material stripping, material cutting and material preservation instinct, and naturally clean the polluted water.

In addition, contaminated water having a light weight in the upper portion of the storage water stored in the storage space of each reservoir 10 has a natural purifying action by microorganisms generated in the storage space, and penetrates into the material to contaminate the contaminant structure. Natural cleansing by osmotic action to destroy and decompose, and self-cleaning action that pollutants are naturally purified by the action of destroying the structure of pollutants by material friction action that occurs when material molecules and material molecules collide, and solar heat Natural purifying by water and purification of polluted water by dilution with dissolved oxygen mixed in clean water coming upstream of river.

On the other hand, in the process of discharging water through the discharge port 11 of each reservoir 10, a plurality of hydro turbines 31 formed in the discharge port 11 is rotated according to the water pressure, such a turbine for hydro power generation As the 31 rotates, electric power is generated through the generator 30 connected thereto, and the electric power is collected through the charging unit 32.

The electric power collected in the charging unit 32 is supplied to the sensor for driving the water gate 12 and the opening / closing door 21 of each reservoir 10, the hydraulic unit 40, and the integrated control system to supply the power necessary for its driving. Done.

By the way, each reservoir 10 according to the present invention is composed of the height is higher than the bank of the river (1) position, and further digging the bottom of the original river artificially made the height of the high storage, In particular, since all of the water in the entire river is stored in the reservoir space of each reservoir 10, it is possible to continuously generate power while flowing such stored water little by little, and its power production is driven by the water gate 12 and the door 21. It is more than the power required, and the remaining power is to be provided to the general power supply system (50) by supplying the power necessary for daily life can be a source of income of local governments.

In addition, when the electric power generated through the power generation device 30 is electrically connected directly to a general home or industrial site, the power may be transmitted and used at the same time as the general home or industrial site.

In addition, since the storage space of each reservoir 10 is filled with a large amount of storage water, it is possible to quickly supply water to agricultural land and industrial zone located in high places, as well as a sufficient amount to be utilized as agricultural water, industrial water, and living water. It is possible to secure storage.

In addition, when the inflow of water rapidly increases, such as flooding, all water gates 12 of each reservoir 10 and all opening and closing doors 21 of each waterway 20 are discharged to discharge water in a short time, thereby maintaining a stable water level. Although the opening and closing degree of the water gate 12 or the opening and closing of the door 21 is not shown in the drawings, it is obvious that the water can be automatically controlled through the water level sensor, the hydraulic unit, the control of the integrated control system, and the like. .

And, since the shape of the water storage tank 10 applied to the present invention can be configured by various deformations such as a wide bottom portion and a narrow form, the shape of the water storage tank 10 is applied to the present invention by changing the shape of the water tank 10 to some extent. Naturally, all design changes belong to the scope of the present invention.

In addition, the installation height of each reservoir 10 is not the same as the slope of the river is different in the section interval, the height of the reservoir 10 may be the same as or lower than the position of the embankment (1), such as bridges, Some modifications of the reservoir 10 should be understood as some exceptions from the overall perspective, and thus applying the shape of the reservoir 10 by modifying it according to the slope of the river, the curvature of the river, the presence or absence of a bridge, etc. Naturally, it belongs to the scope of the present invention as a whole.

The following describes how to excavate the bottom of the river to form the foundation of the reservoir and to treat sand, gravel, stones, and soil.

In order to configure the reservoir applied to the present invention, excavation of the river bottom should be made of course.

Since the bottom of the river is mixed with aggregate and soil such as sand, gravel and stone, the work of sorting each member by material should be done first.

The sand and gravel selected through this work are used as the materials for ready-mixed concrete for the construction of the reservoir, the stones are used as the materials for the dike protection system (2) to protect the dike, and the soil is used for the filling of the rivers' fields. It is possible to improve the soil which is acidified by use.

In addition, it is natural that the civil engineering work included in the present method falls within the scope of the present invention.

Second Embodiment

5 is a front sectional view of the water storage and power generation apparatus according to the second embodiment of the present invention.

According to the second embodiment of the present invention, the discharge pipe 13 is connected to the reservoir 10 corresponding to the position higher than the levee, and is stored in the reservoir 10 for use for agricultural water, industrial water, and living water. When draining water, natural drainage is achieved by gravity without a separate pump.

In order to discharge the water stored in the reservoir formed in the reservoir of the reservoir or river, and to use it for agricultural water, industrial water, and living water, the discharge pipe connected to the pump was immersed in the reservoir space. Since an inseparable pump is required, a pump purchase cost and installation cost are required, as well as water can be discharged only when the pump is driven, so power consumption is inevitably consumed.

By the way, since the reservoir space of the reservoir 10 according to the present invention is located higher than the upper surface of the embankment 1, one end of the discharge pipe 13 corresponds to a position higher than the embankment of the reservoir 10. If it is located in the discharge pipe 13 can be installed to be inclined downward, in this way, if the discharge pipe 13 is installed inclined downward in this way the water collected in the reservoir 10 is external to the discharge pipe 13 by gravity without a separate pump Since it can be discharged into the water can be utilized as agricultural water, industrial water, domestic water.

In addition, since the pump is not required when installing the discharge pipe 13, it is possible to reduce the cost used to install the discharge pipe 13, there is no need for power to drive the pump has the advantage that the maintenance costs are not at all.

In addition, when the reservoir space according to the present invention is formed in the streams of the valley, water is discharged from the reservoir space so that water can be supplied to agricultural facilities, industrial facilities, and living facilities in the highlands without a separate pump. There is also an advantage that can significantly reduce costs.

In addition, while installing the water storage and power generation device having the same structure as the second embodiment of the present invention in the mountain region by mounting a sprinkler at the end of the discharge pipe 13 to supply the water to the wild chocolate in the mountainous season automatically It may be configured to preserve the environment more smoothly, it is natural that these embodiments all fall within the scope of the present invention.

Third Embodiment

6 is a plan view of a water storage and power generation apparatus according to a third embodiment of the present invention, and FIG. 7 is a cross-sectional view taken along the line A-A of FIG.

As shown, the third embodiment of the present invention is configured to allow the water flowing through the water tank 20 on both sides of the water tank 20 to be introduced into the water tank 10 without a separate opening and closing door, in the middle of the water along the stream Stepped reservoir 10 of the installation, the water inlet portion of both sides of the water reservoir 10 is formed to be formed in the diagonal direction toward the bank (1) while the outer end is formed to extend the guide portion 14 to the bank. .

In addition, while the water flows in each channel 20 in a direction perpendicular to the water flow direction in the middle of the water tank 10 is exchanged with each other through which the ecological movement passage 15 so that fish or aquatic insects can move to the opposite side To form.

In addition, although not shown in the drawings, it is obvious that the water gate and the power generating device are configured in the lower front center of each reservoir 10.

In this configuration, the water flowing through each channel 20 meets the guide portion 14 formed at an angle to the reservoir 10 and is naturally guided inward of the reservoir 10 to flow into the reservoir space of each reservoir 10. Since it enters each waterway 20, even if there is no separate opening and closing door can flow water flowing through the waterway 20 to the reservoir 10 side.

Of course, when the water is filled in each reservoir (10) by opening the water gate to discharge the water to other adjacent reservoir (10) down to perform the power generation through this can supply the power required for the water gate, or can be provided as general power Is self-explanatory.

On the other hand, since the reservoir 10 is located in the middle of the river, the waterways 20 of the water reservoir 10 have to be disconnected from each other, and each of the water inlets through the water inlet portion 10 connected to the lower end of the waterway 20. Although the channel 20 is connected, water flows from the upper reservoir 10 to the lower reservoir 10 as well as water flows into the reservoir 10 through each of the channels 20. It was virtually impossible for fish or aquatic insects inhabiting each channel 20 to move to the opposite channel 20.

Therefore, in the present invention, the fish or aquatic insects inhabiting the waterway 20 on both sides of the water tank 10 can travel to the opposite waterway 20 in the direction perpendicular to the water flow direction in the middle of the water tank 10. Each of the passages 15 is formed, and each of these ecological passages 15 allows fish or aquatic insects to freely travel for feeding or to find an environment in which they live. 20) The fish or aquatic insects inhabit 20 naturally form a food chain, which balances the ecosystem.

In addition, as the water in each channel 20 moves to each other, aeration causes contaminants contained in the water molecules to be separated from the water molecules, and each molecule rubs with each other to gradually decompose and dissipate the pollutants into small particles. Therefore, the water quality is naturally purified.

In the third embodiment of the present invention, the opening and closing door 21 is not installed in the waterway 20 as an example. However, the water flowing through the waterway 20 is installed in the dry season by installing the opening and closing door in the middle of the waterway 20. It may be locked, or in the event of a flood can open all the doors, and because the power generation device may be installed in the opening and closing portion of the door to perform power generation while the water flows through the opening and closing doors in the waterway 20 or Naturally, all the doors are not formed to fall within the scope of the present invention.

In addition, when the water storage and power generation device having the same structure as the third embodiment of the present invention is installed in the rivers of the mountainous region, water can be naturally collected in the reservoir without separate power, like a four-sided dam, and the water can be naturally secured when such a fire occurs. It can also be utilized for forest fire suppression by using these, all of these embodiments are also within the scope of the present invention is a matter of course.

Fourth Embodiment

8 is a front sectional view of the water storage and power generation apparatus according to the fourth embodiment of the present invention.

In general, a river or a bridge is formed therein and crosses the river through this, and when the height of the reservoir 10 is higher than the height of the embankment 1 as in the present invention, it is difficult to form a bridge.

In addition, in the case of a bridge or a bridge formed in a general river, the water level is increased by flooding, etc., so that when the river overflows over a bridge or a bridge, there is a disadvantage that the river cannot be crossed.

However, since the reservoir 10 according to the present invention is formed higher than the position of the dike 1, when the tunnel-type bridge 16 is installed in the middle of the reservoir 10, the reservoir 10 may move from one bank 1 to the other bank 1. It is possible to form a passage, so that there is an advantage that can always cross the river regardless of the water level, the fourth embodiment of the present invention is conceived in view of this point.

That is, a tunnel type bridge 16 through which a person can enter and exit a portion parallel to the dike 1 of the reservoir 10 is installed, and the reservoir 10 is connected to the tunnel type bridge 16 and the dike 1. The connecting bridges 22 are also installed at the upper sides of the waterways 20 on both sides, and the tunnel bridge 16 and the reservoir 10 are completely sealed to prevent water from leaking into the tunnel bridge 16. Self-explanatory

At this time, it is obvious that the bridges 17 and 23 should be installed at the lower portions of the connecting bridges 22 and the tunnel type bridges 16 to support the respective bridges 16 and 22.

In addition, the connecting bridge 22 and the tunnel bridge 16 may be installed in several places in consideration of the geographical conditions of the reservoir consisting of multiple stages.

When configured in this way, a larger amount of water can be stored through the reservoir 10 formed higher than the height of the embankment 1, and the power generation can be continuously carried out while discharging it, and streams from mountains or rice fields or fields. Water flowing into the water flows through each of the water channels 20 and flows into each reservoir 10 to purify and generate water quality.

In addition, from one bank 1 to the other bank 1 through a tunnel bridge 16 formed between the connecting bridge 22 and the reservoir 10 connecting the bank 1 and the reservoir 10. It can be moved, so that convenience can be achieved.

In addition, even when the water is stored in the reservoir 10 so that the water level is higher than the position of the tunnel type bridge 16, water does not flow into the tunnel type bridge 16, so there is an advantage that can safely cross the river at any time.

Of course, when the water level rapidly increases, such as flooding, the water gate formed in the reservoir 10 and the opening and closing doors formed in each waterway 20 are opened to prevent the tunnel-type bridge 16 from being damaged by water pressure. It should be obvious.

In addition, the tunnel bridge 16 and the connecting bridge 22 is preferably constructed of a concrete structure, but if the pedestrians walking can be provided with any material if it can provide a strength that can withstand a certain amount of water pressure and walking It does not matter.

Further, since the tunnel shape of the tunnel bridge 16 can be changed in various ways, even if the tunnel shape of the tunnel bridge 16 is changed and applied, it is a matter of course that all belong to the scope of the present invention.

In addition, it is obvious that the connecting bridge 22 to form a railing to prevent the fall, and the bridges 17 and 23 supporting the connecting bridge 22 and the tunnel-type bridge 16 can also be changed in various shapes. The number of bridges 17 and 23 may also be configured in proportion to the length of the connecting bridge 22 or the tunnel bridge 16.

[Example 5]

9 is a front sectional view of water storage and power generation according to the fifth embodiment of the present invention.

Since the reservoir according to the present invention is an artificial structure, when water stored in the winter is frozen, there is a fear of freezing due to volume difference between water and ice. In addition, the winter will be closed because the gate is not expected to develop.

Therefore, in the fifth embodiment of the present invention, in order to prevent freezing of the reservoir 10, solar panels 61 are installed on both sides of the reservoir 10, and the solar panels 61 are installed in the photovoltaic unit 62. ), The heating wire 63 is installed on the inner wall surface of the water tank 10 in a zigzag or lattice manner, and the electric power generated from the photovoltaic power generation unit 62 is applied to the heating wire 63.

At this time, the photovoltaic power generation unit 62 and the heating wire 63 is provided with a charging unit 64 to charge the power generated from the photovoltaic power generation unit 62 is configured to apply to the heating wire 63 side, Although not shown, power generated through photovoltaic power generation is controlled through the integrated control system so as to be uniformly applied to the heating wire 63 at all times.

In addition, it is obvious that the solar panel 61 should be installed in the south direction so as to focus the sunlight from sunrise to sunset.

In this configuration, the solar light is collected through the solar panel 61 during the sunshine day, and the electric power is generated through the photovoltaic unit 62 to charge the charging unit 64 and the charging unit 64. ) Is applied to the heating wire (63) installed on the inner wall of the water tank (10), the heating wire (63) is heated to maintain the inner wall of the water tank (10) at the temperature of the normal image, thus the temperature is below zero Even if it falls to the water filled in the reservoir 10 will not freeze will prevent the freezing of the reservoir (10).

In addition, when the amount of sunshine is good, a large amount of power is produced through the photovoltaic unit 62 to charge the charging unit 64, and the electric power charged in the charging unit 64 is heated even at night or when the weather is not good. Can be applied to the (63) side can completely prevent freezing of the reservoir 10 regardless of the weather.

In addition, the photovoltaic device including the solar panel 61, the photovoltaic power generation unit 62, the charging unit 64, the heating wire 63, and the like, according to the fifth embodiment of the present invention, was removed in a season of rising temperature. It may be configured to be removable so that only the season when the temperature falls below zero, it is natural that such modified embodiments also fall within the scope of the present invention.

[Sixth Embodiment]

10 is a front sectional view of the reservoir according to the sixth embodiment of the present invention.

The sixth embodiment of the present invention is to prevent freezing of the water tank 10 without a separate heating means such as a heating wire, and for this purpose, the water tank 10 is formed to gradually increase in width downward. That is, it is formed in trapezoid on cross section.

The volume of water and ice differs by about 7%, and since the freezing starts from the surface of the water and the freezing proceeds downward, the water collected in the reservoir 10 freezes from the surface of the water and gradually moves downward. Freezing proceeds.

In this freezing process, even though the volume occupied by the ice is increased by the volume difference between the water and the ice, the volume of the reservoir 10 is formed to increase gradually toward the downward direction, so that the reservoir 10 is freezes due to the volume difference between the water and the ice. It can be prevented.

At this time, the reservoir 10 is formed so that the unit volume is increased by at least 7% toward the downward direction so that the ice tank occupies by the volume difference even if the volume occupied by ice increases as compared to the original water volume as the freezing proceeds. It is obvious to be able to prevent freezing.

In addition, by combining the fifth embodiment and the sixth embodiment of the present invention may be able to completely prevent the freezing of the reservoir 10, it is natural that such modified embodiments also fall within the scope of the present invention. .

[Seventh Embodiment]

11 is a front sectional view of the reservoir according to the seventh embodiment of the present invention.

A seventh embodiment of the present invention is to confine a larger amount of water by enlarging the low capacity of the reservoir.

To this end, the width between both bottom walls of the reservoir 10 is configured to be narrower than the width of the entire river, and the width between the upper both walls of the reservoir 10 is extended by extending the middle both walls of the reservoir 10 outward. It is configured to be wider than the width between the lower side walls.

At this time, the lower both sides of the reservoir 10 should be formed with a waterway 20, so the width between the lower wall both sides of the reservoir 10 should be configured to be narrower than the width of the entire river, between the upper both sides of the reservoir (10) The width is not particularly limited and may be configured to a width that can withstand the water pressure when water is filled in the reservoir (10).

Reference numeral 18 in the drawing indicates an extension that forms a portion for expanding the reservoir 10.

In this configuration, the low capacity of the water storage tank 10 can be expanded as much as the water storage tank 10 is expanded as compared with the first to sixth embodiments of the present invention. By confining more water and discharging it during the rainy season, it can be utilized as industrial water, agricultural water, and daily water, so that various water is not lacking, and there is an advantage that the power generation can be continuously performed while discharging water little by little.

That is, according to the seventh embodiment of the present invention, since the width between the two side walls of the reservoir 10 is extended from the upper side to the outward direction, it is possible to secure a low capacity as much as it corresponds, without being largely affected by rainfall. Not only can we secure enough water, but we can also continue to generate electricity.

In addition, when expanding to the upper side of the water storage tank 10 according to the seventh embodiment of the present invention, it is preferable to expand the expansion unit 18 at an angle so as to withstand the water pressure without difficulty, and within the limit that can withstand the water pressure sufficiently. Obviously, the inclination of the expansion unit 18 to expand the larger the lower capacity is to be horizontal.

[Eighth Embodiment]

12 is a front sectional view of the water storage and power generation apparatus according to the eighth embodiment of the present invention, and FIG. 13 is a side sectional view of the water storage and power generation apparatus according to the eighth embodiment of the present invention.

Eighth embodiment of the present invention to implement the function of the canal and the reservoir and power at the same time, for this purpose using the equipment such as an excavator deeply excavated the entire bottom surface along the river, and sand produced in the excavation process Gravel, stones, and soil are sorted, and the soil is transported to paddy fields or fields near rivers and used for cover, and gravel, sand, and stones are used to build embankment facilities (2) protecting both sides of the river.

In addition, the multi-stage along the one side of the river, each of the upper surface is arranged in the reinforcing bar to form a multi-stage water tank (10) with a horizontal level higher than the position of the embankment (1), forming the formwork, the sorting process of the Prepare the ready-mixed concrete used to build the reservoir 10 by using the sand and gravel selected from, and the prepared ready-mixed concrete is added to the formwork for building the reservoir to build a multi-level reservoir 10 along one side of the river. Dismantling the formwork is made of a multi-stage along one side of the river, each of which constitutes a multi-stage reservoir 10 that is horizontally higher than the position of the embankment.

When a multi-stage reservoir tank 10 is formed on one side of the river, a canal 70 through which a boat can pass is naturally formed on the opposite side of the river where the multi-stage reservoir 10 is installed, and a mountain is located on the opposite side of the canal of each reservoir 10. Alternatively, water flows from the paddy field or the field into the river and flows through the channel 20.

Accordingly, a plurality of connection passages 71 having tubular shapes in each reservoir 10 so as to connect the waterway 20 and the canal 70 so that water on the waterway 20 flows into the canal 70. It will be formed, it is apparent that it is designed to secure a space in which the connection passage 71 can be installed when constructing the formwork for building the reservoir.

In addition, each reservoir 10 may be configured to expand the volume of each reservoir 10 by forming the expansion portion 18 from the middle portion to the upper portion of the canal 70, in which case the formation of the expansion portion 18 It is obvious that the position should be higher than the level of the canal 70 so that ships can pass through the canal 70 located below it, and the water flowing through the canal 70 is generally similar to the slope of the river. While the inclined flow at an angle, the expansion portion 18 formed in each reservoir 10 is horizontal, so the expansion portion 18 formed in each reservoir 10 has a width at an upstream side of the lower portion of each reservoir 10. Obviously, it should be as narrow as it should not interfere with the ship's movement.

In addition, the canal 70 corresponding to the lateral position of the water inflow portion of each reservoir 10 is provided with a water gate 72 consisting of a conductive water gate, a rotating water gate, a rubber beam, and the like, so that the boat can enter the canal ( 70) to increase the water level, the height of each water gate 72 is formed higher than the water inlet portion of the side wall of each reservoir 10 so that the water flows into each water reservoir 72 so that a portion is introduced into each reservoir (10). Will be constructed.

In addition, although not shown, each of the sluices 72 of the canal 70 may be provided with a power generation device that generates electricity while being rotated by water pressure when the sluices 72 are opened. Each reservoir 10 includes agricultural water, When connecting the discharge pipe so as to discharge the stored water for use as industrial water, domestic water may be configured to generate power by having a power generation device in the connection portion of the discharge pipe.

In this state, the water is divided into the reservoir 10 and the canal 70 in the upstream of the river where the reservoir 10 and the canal 70 are not provided, respectively, and the reservoir 10 is the side of the present invention. Similar to the first to seventh embodiments, the water is sequentially filled in each reservoir tank 10 in which the water is cascaded, and used for agricultural water, industrial water, domestic water, and the like, and a water gate 12 installed in each reservoir tank 10. The power generation is to be made while passing through, since the upper side of each reservoir 10 is extended by the expansion portion 18 can increase the amount of water as much as it corresponds to the various water can be secured of course Sustainable development is possible.

In addition, even when the power generation device is provided at the connection portion of the discharge pipe connected to each reservoir 10, it is obvious that the power generation can be made while the water of each reservoir 10 is discharged.

Water entering the canal 70 is stored in stages by each of the sluice gates 72, and in this state, when the ship enters downstream, all the sluice gates 72 remain closed while the lowest sluice gate 72 is closed. Fully open to allow the ship to pass above the sluice 72, and when the ship passes through the sluice 72, it closes the downstream sluice 72 and at the same time the adjacent sluice to the top of the lowest sluice 72. The boat 72 can be moved upstream along the canal by repeating the step of opening the boat 72 so that the boat passes through the adjacent water gate 72 to the upper part of the downstream water gate 72 again.

That is, if the water in the canal 70 is confined through the multi-stage sluice 72, even if the inflow amount is insufficient, such as a dry season, the ship can provide a level enough to move upstream through the canal. When the water overflows the floodgate 72, some of the overflow water flows into each reservoir 10, and some of the water flows into the canal 70. In case of increase, each gate 72 is opened so that the water level of the canal 70 can be properly maintained in a short time.

In addition, the power generation device is provided at the position of each of the water gate 72, when the water gate 72 is opened for the ship's movement or water level control, the water is discharged and the power generation device can be returned by the water pressure to generate electricity. The canal (70) is also confined by the water gate (72) at all times, so that the appropriate level of water is always trapped, so it is natural that the stored water can be utilized for agricultural water, industrial water, and living water.

Therefore, according to the eighth embodiment of the present invention, by storing a large amount of water, it is possible to secure agricultural water, industrial water, and living water, and to perform continuous power generation through a multi-stage power generation device and to move ships. Fish can move upstream to maintain or restore ecosystems.

Meanwhile, water flows from the mountain, paddy field, or field into the canal 70 and also flows into the waterway 20 located opposite the canal of the reservoir 10, and the water flows through the waterway 20 and then flows through each water reservoir ( 10 may be introduced into the canal through the tubular connecting passage 71 installed across.

In the present invention, the reservoir 10 is biased to one side of the river has been described as an example in which the multi-stage reservoir 10 is constructed, the reservoir 10 is a river in consideration of the geographic features of each region, the location of the shadow, etc. Since it can be configured to be biased by selecting the left or right side of the river, even if it is configured by changing the biasing direction of each reservoir (10) It is natural that all of these belong to the scope of the present invention.

In addition, the length of each reservoir 10, the spacing between the sluice 72 installed in the canal 70 may also vary according to the topographical characteristics of each region, the slope of the river, the length of each reservoir 10, The interval between the water gates 72 provided in the canal 70 is not particularly limited.

In addition, although not shown in the drawings, after the construction of each reservoir 10 is applied to the water-resistant coating on the inner surface of each reservoir 10, or by applying a waterproof plate to the iron plate or stainless steel leaks from each reservoir 10 There is an advantage that can be prevented to maintain a long life of each reservoir (10).

[Example 9]

14 is a front sectional view of the water storage and power generation apparatus according to the ninth embodiment of the present invention.

The ninth embodiment of the present invention is to apply the water storage and power generation apparatus according to the present invention to a river where one side of the river is blocked by a mountain or cliff, and first excavates the entire bottom surface along the river using equipment such as an excavator. In addition, one side of the river or the middle of the opposite side of the cliff is made of a multi-step along the side of the river, each of the top surface is built horizontally higher than the position of the bank (1) to build a side wall for the mountain or cliff and side wall Through the storage tank 10 is formed through, the outer bank surface of the side wall for the storage tank 10 is to build a bank facility 2, such as blocks, gabions, retaining walls. Then, between the outside of the reservoir 10 and the levee facilities 2, a water channel 20 may be formed in which water flows into a river from a mountain or a rice field or a field.

Of course, sand, gravel, stones, soil, etc. generated when excavating the bottom surface of the river can be utilized for the construction of the reservoir, the construction of the embankment facility, the covering of the paddy fields around, it is obvious that the reservoir (not shown) 10) while constructing the side wall for constructing the front wall connecting the side wall and the mountain or cliff to the lower end of the reservoir (10), it is natural to install an outlet, a water gate, a power generation device, etc. Opening doors and generators can be installed.

In addition, the reservoir 10 may be configured to expand the volume of each reservoir 10 by forming an extended portion from the middle portion to the waterway 20.

In this configuration, as in the first to seventh embodiments of the present invention, the water is sequentially filled in each of the reservoir tanks in which the water is cascaded, and used for agricultural water, industrial water, domestic water, and the like. The development will be made through the water gate installed in the building.

In addition, only one side of the river to build the side wall constituting the reservoir (10) and one side of the mountain or cliff because it serves as a side wall is advantageous to build the reservoir 10 by using the terrain, the waterway formed on one side (20) Water flowing from the mountains or rice fields or fields through) can be introduced into each reservoir (10).

Therefore, according to the ninth embodiment of the present invention, even when one side of the river forms a mountain or a cliff, by using such a terrain, a large-capacity water reservoir 10 is constructed by storing a large amount of water higher than the height of the levee 1. Therefore, agricultural water, industrial water, and living water can be secured, and continuous power generation can be performed through a multi-stage power generation device.

In the drawing, the side wall forming the reservoir 10 is constructed on the left side of the river as an example. However, when a mountain or a cliff is located on the left side of the river, the side wall forming the reservoir 10 should be formed on the right side. And, it is natural that all such modified embodiments fall within the scope of the present invention.

[Example 10]

15 is a side sectional view of the water storage and power generation apparatus according to the tenth embodiment of the present invention, showing a case where the power generation device is lowered, and FIG. 16 is a side sectional view of the water storage and power generation apparatus according to the tenth embodiment of the present invention. It shows the case where the power generation device is raised.

The tenth embodiment of the present invention is configured to be capable of raising and lowering the generator 30 installed on the water discharge side of the discharge port 11 to increase the water level of the reservoir 10 such as flooding a large amount of water stored In order to prevent damage of the power generation device 30 due to foreign matter when discharged, the power generation device 30 is positioned over the full width of the shear surface outside the bottom end outlet 11 of the reservoir 10, the power generation device 30 A connecting rod 33 is fixed to an upper portion of the connecting rod 33, and an operation cylinder 34 and a piston rod 35 thereof are rotatably connected between an upper end portion of the connecting rod 33 and a lower wall outer upper portion of the reservoir 10. The support shaft 36 is fixed to the lower end of the operation cylinder connection position of the lowermost wall of 10) so that the upper one side of the connecting table 33 is rotatably connected to the front end of the support shaft 36.

In this configuration, the working cylinder 34 is normally extended to position the power generation device 30 outside the outlet 11, and the water gate 12 is opened to the reservoir 10 through the outlet 11. When the filled water is discharged, the turbine 31 of the generator 30 is rotated by the discharge water pressure to generate power.

However, when the water level of the reservoir 10 is rapidly increased, such as flooding, the water gate 12 that opens and closes the outlet 11 is completely opened to stabilize the low water level in a short time. Large foreign matter such as eggplant may be introduced into the reservoir 10 with water and discharged through the outlet 11, and if the power generation device 30 is located outside the outlet 11, The generator 30 may be damaged by this.

Therefore, in the tenth embodiment of the present invention, the power generation device 30 is configured to be selectively raised and lowered according to a weather condition, and it operates when there is a possibility that the water level is rapidly increased such as a flood and large foreign substances are introduced. By contracting the cylinder 34 to pull the upper end of the connecting rod 33, when the upper end of the connecting rod 33 is pulled, the power generation device 30 is fixed to the lower end of the connecting rod 33 around the support shaft 36 Is rotated upwards to be floated in the air, as described above, if the generator 30 floats in the air, a large amount of water is discharged at high speed through the outlet 11, even if large foreign matters are discharged together. ) Does not come into direct contact with the discharged water and large foreign objects, thereby preventing damage.

Here, in the tenth embodiment of the present invention has been described as an example of raising and lowering the generator 30 on the principle of the lever, there are a number of means for raising and lowering the generator 30 may exist in addition to the principle of the lever As a matter of course, even if the lifting means of the power generation device 30 is changed and applied, it is a matter of course within the scope of the present invention.

[Eleventh embodiment]

FIG. 17 is a side cross-sectional view of the dual water storage and power generation apparatus according to the eleventh embodiment of the present invention, and FIG. 18 is a front sectional view of the dual water storage and power generation apparatus according to the eleventh embodiment of the present invention.

The eleventh embodiment of the present invention constitutes a space for storing water in a river in a double top and bottom to store more water and at the same time dredging and removing foreign substances accumulated in the bottom of the storage space without draining water. First, the bottom surface is deeply drilled along the river using equipment such as an excavator, and at the same time, the first reservoir 80 is made higher than the height of both banks 1 at the middle of the river. A water channel 20 is formed between both sides of the dike 1 and the first water tank 80, and the second water tank 90 is supported by the plurality of struts 91 above the first water tank 80. It is constructed so that the water inflow portion of the second water storage tank 90 has a step so that the portion forms the soil stacking portion 92.

In addition, although not shown, the waterway 20 is provided with an opening and closing door like the other embodiments, and the opening and closing door is formed higher than the side wall of the relatively low position of the first reservoir 80 so as to flow through the waterway 20 through this portion. The water is configured to flow into the first reservoir 80 side.

At this time, the first reservoir (80) and the second reservoir (90) is formed so that the wall is formed on the three surfaces except for the water inlet portion in direct contact with the river is configured to be filled with water, the second reservoir ( The width of the first reservoir 80 is wider than the width of the second reservoir 90 so that water discharged from the 90 may flow into the first reservoir 80.

Further, an outlet 93 is formed below the front wall of the second reservoir 90, and an opening and closing door 94 is formed to selectively open the outlet 93. Although not illustrated, the first reservoir 80 is not shown. ) Can be formed in the outlet, and by placing the generator in the outlet position of each reservoir (80, 90) can be configured to generate power during the discharge of water.

In addition, it is apparent that such a first reservoir 80 and the second reservoir 90 can be configured in a stepwise step in the inclined stream that is composed of a double upper and lower.

When the opening and closing door 94 of the second reservoir 90 in this configuration is closed, water from the river first flows through the soil stacking portion 92, and the heavy soils contained in the water are stacked in the soil stacking portion 92. Stacked in the water only flows into the second reservoir 90, the second reservoir 90 is gradually filled.

At this time, since the discharge port 93 of the second reservoir 90 is in a closed state through the opening / closing door 94, water flows out of the second reservoir 90 until it is filled in the second reservoir 90. And gradually fills the second reservoir (90), eventually overflows or discharges from the second reservoir (90), falls into the first reservoir (80) located below the water, and fills the water in the first reservoir (80). Will rise.

Therefore, since water may be stored in the first reservoir 80 and the second reservoir 90, respectively, while having an area equal to that of other embodiments, the amount of the reservoir may be increased by about two times. It can be fully utilized as water, industrial water, and living water.

In addition, the water flowing into the waterway 20 from the mountain or paddy flows through the waterway 20 and is blocked by an opening / closing door formed higher than the side wall of a relatively low position of the first water storage tank 80 so that the water level rises. It may flow into the first reservoir 80 beyond the side wall of the 80.

When the water level increases rapidly, such as a flood, the opening and closing door 94 formed on the front wall of the second reservoir 90 is opened. In this case, the outlet 93 before the water is filled in the second reservoir 90. It can fall to the bottom through it is possible to stabilize the water level in a faster time.

On the other hand, when the soil is accumulated in the soil stacking section 92, it should be dredged and removed. In this case, the outlet 93 of the second reservoir 90 is opened so that water is not filled in the second reservoir 90. By using the water filled in the second reservoir 90 as agricultural water, industrial water, and living water, it is possible to remove the earth and sand accumulated in the earth and sand stack portion 92 in the empty state. Dredging can be done naturally without preparation of dredging such as artificially removing all dredging.In particular, dredging can be done only in the soil-stacked part 92, which occupies a small area compared to the entire reservoir, rather than dredging the entire reservoir. There is also an advantage that can be made conveniently in this fast time. At this time, since the soil is hardly introduced into the first reservoir 80, it is not necessary to dredge in the first reservoir 80.

Incidentally, in the eleventh embodiment of the present invention, the generator is installed in each of the reservoirs 80 and 90, but the outlets are formed in the respective reservoirs 80 and 90, and the generator is configured at the outlet positions. It is apparent that the power generation can be made while discharging water from each reservoir (80, 90), it is natural that these modified embodiments all fall within the scope of the present invention.

In addition, in the eleventh exemplary embodiment of the present invention, only one second reservoir 90 is formed above the first reservoir 80, but a plurality of reservoirs are sequentially positioned above the first reservoir 80. It can also be configured to secure a large amount of water, it is natural that these embodiments all fall within the scope of the present invention.

[Twelfth Example]

19 is a sectional front view of the water storage and power generation apparatus according to the twelfth embodiment of the present invention.

In the twelfth embodiment of the present invention, when the road is formed on both sides of the river, the reservoir 10 is positioned above the road to secure a larger amount of water, and the bottom portion of the river is provided through an equipment such as an excavator. Dig deeper than the location, and build the reservoir 10 with a width narrower than the width of the stream, and at the same time, the channel 20 is formed between the dike 1 and the reservoir 10, respectively, the reservoir 10 Extends the walls on both sides of the middle of the outward direction so that the extended portion 18 extends beyond the river to the top of the road 100 formed on the embankment 1, and the wall is formed at the end of the extended portion. Secured.

At this time, the expansion portion 18 of the reservoir 10 should be located at a position high enough so as not to interfere with the vehicle passing through the road 100, and the expansion portion 18 and the embankment 1 of the reservoir 10 Between it is supported by a plurality of struts (19) to support the expansion (18).

This configuration can secure a larger capacity of the storage tank (10), so that more water is confined to the expanded water capacity in the rainy season and then discharged in the non-rainy season to produce industrial water, agricultural water, life Since it can be utilized as water, various waters are not scarce, and there is also an advantage in that power generation can be continuously performed while discharging water little by little.

In addition, since the road 100 formed on the banks 1 on both sides of the river and the vehicle traveling through the reservoir 100 do not interfere with the reservoir 10, the function as the road can be maintained smoothly.

That is, according to the twelfth embodiment of the present invention, while ensuring a sufficient low capacity, the road 100 formed on the embankment 1 has an advantage of maintaining its functionality as it is.

In addition, in the present invention, the expansion portion 18 of the reservoir 10 is formed as an example above the road 100, but in some cases, the expansion portion 18 of the reservoir 10 is the It can also be configured to cover the top in a tunnel-like shape, it is natural that these modified embodiments all fall within the scope of the present invention.

In addition, in the drawing, although the expansion part 18 of the water storage tank 10 is illustrated as an example, the expansion part 18 is formed obliquely so as to withstand the hydraulic pressure without forming a separate strut 19. It should be understood that all such modified embodiments also belong to the scope of the invention.

[Thirteenth Embodiment]

20 is a side cross-sectional view of the dual reservoir and the generator according to the thirteenth embodiment of the present invention, Figure 21 is a front sectional view of the dual reservoir and the generator according to the thirteenth embodiment of the present invention.

The thirteenth embodiment of the present invention is a four-sided dam constructed in order to prevent water pollution and secure water in mountainous areas, intake or underwater beams of rivers, or general water barriers or dams, water storage systems using water gates, rubber dams, conductive water gates (hereinafter, A separate reservoir is built at the top of the dam to store more water and dredging and removing foreign matter accumulated at the bottom of the reservoir without draining water. Construct the reservoir 120 so as to be supported by a plurality of struts 121 above the 110, and have a step in the water inflow portion of the reservoir 120 so that this portion constitutes the soil stacking portion 122. do.

At this time, the reservoir 120 has a structure in which walls are formed on three sides except water inflow parts in direct contact with the river so that the water can be filled, and the water overflowed or discharged from the reservoir 120 is a dam of the lower portion. The width of the reservoir 120 on the front side is configured to be narrower than the width of the reservoir 111 to be introduced into the reservoir 111 formed by the (110).

In addition, a discharge port 123 is formed in the lower portion of the front wall of the reservoir 120, and an opening and closing door 124 is formed to selectively open the discharge port 123, and although not shown, the discharge port is also formed in the dam 110. It can be formed, it can be configured to place the generator in the position of the dam 110 or the reservoir 120 so that power generation can be made during the discharge of water.

In addition, according to the thirteenth embodiment of the present invention, it is apparent that the structure in which the reservoir 120 is formed on the upper portion of the dam 110 may be sequentially formed in a sloped river.

When closing the opening and closing door 124 of the reservoir 120 in the state configured in this way, the water of the stream is first introduced through the earth and sand stacking portion 122, while the heavy soils contained in the water are accumulated in the earth and sand stacking portion 122 Only water flows into the reservoir 120.

At this time, since the outlet 123 of the reservoir 120 is in a closed state through the opening / closing door 124, the water gradually reaches the reservoir 120 without escaping to the outside of the reservoir 120 until it is filled in the reservoir 120. It is filled, and eventually overflows or discharges from the reservoir 120 to fall into the reservoir space 111 located below.

Therefore, as much water as the reservoir 120 can be secured compared to a general dam, the water stored in the reservoir 120 and the water stored in the storage space 111 of the dam 110, agricultural water, It can be fully utilized for industrial water, domestic water and wildfire suppression.

In addition, when the water level increases rapidly, such as flooding, the opening and closing door 124 formed on the front wall of the reservoir 120 is opened. In this case, the water is discharged through the outlet 123 before the reservoir 120 is filled. It can fall to the bottom to stabilize the water level in a faster time.

On the other hand, when the soil is accumulated in the soil stacking portion 122, it should be dredged and removed, in this case, by opening the outlet 123 of the reservoir 120 to prevent the water filled in the reservoir 120, or the reservoir 120 ) By using the water filled in the agricultural water, industrial water, domestic water, and forest fire suppression to remove the soil accumulated in the earth and sand stack 122 in the empty state, so that the water in the reservoir space is artificially dredged for dredging as in the prior art. Dredging can be made naturally without additional dredging preparation, such as taking out all of them, and in particular, not dredging the entire reservoir 120, but the earth-stacked part 122 that occupies a smaller area than the storage space of the entire reservoir 120. Only dredging can be done in the dredging is also an advantage that can be conveniently made in a short time. At this time, since the soil is hardly introduced into the reservoir 111 formed by the dam 110, the dredging does not need to be performed in the reservoir 111 located under the reservoir 120.

And, in the thirteenth embodiment of the present invention, but only one reservoir tank 120 is configured above the reservoir space 111 of the dam 110, but by sequentially building the reservoir tank in multiple stages above the dam 110, It can be configured to secure a large amount of water, it is natural that these embodiments also fall within the scope of the present invention.

1 is a perspective view of a water storage and power generation apparatus according to a first embodiment of the present invention.

2 is a side cross-sectional view of the water storage and power generation apparatus according to the first embodiment of the present invention.

3 is a front sectional view of the water storage and power generation apparatus according to the first embodiment of the present invention.

4 is a plan view of the water storage and power generation apparatus according to the first embodiment of the present invention.

5 is a front sectional view of the water storage and power generation apparatus according to the second embodiment of the present invention.

6 is a plan view of a water storage and power generation apparatus according to a third embodiment of the present invention.

7 is a cross-sectional view taken along the line A-A of FIG.

8 is a front sectional view of the water storage and power generation apparatus according to the fourth embodiment of the present invention.

9 is a front sectional view of the water storage and power generation apparatus according to the fifth embodiment of the present invention.

10 is a front sectional view of the water storage and power generation apparatus according to the sixth embodiment of the present invention.

11 is a front sectional view of the water storage and power generation apparatus according to the seventh embodiment of the present invention.

12 is a front sectional view of the water storage and power generation apparatus according to the eighth embodiment of the present invention.

13 is a side cross-sectional view of the water storage and power generation apparatus according to the eighth embodiment of the present invention.

14 is a front sectional view of the water storage and power generation apparatus according to the ninth embodiment of the present invention.

15 is a side cross-sectional view of the reservoir and the generator when the generator according to the tenth embodiment of the present invention is lowered.

16 is a side sectional view of the water storage and the power generation device when the power generation device according to the tenth embodiment of the present invention is raised;

Figure 17 is a side sectional view of a double water storage and power generation apparatus according to the eleventh embodiment of the present invention.

18 is a front sectional view of a double water storage and power generation apparatus according to an eleventh embodiment of the present invention.

19 is a front sectional view of the water storage and power generation apparatus according to the twelfth embodiment of the present invention.

20 is a side cross-sectional view of a double water storage and power generation apparatus according to a thirteenth embodiment of the present invention.

21 is a front sectional view of a double water storage and power generation apparatus according to a thirteenth embodiment of the present invention.

*** Explanation of symbols for the main parts of the drawing ***

1: dike 2: dike protector 10,120: reservoir

11,93,123 Outlet 12,72 Sluice 13 Outlet

14: guide 15: ecological path 16: tunnel bridge

17,23: Pier 18: Extension 19,91,121: Shore

20: waterway 20 ': auxiliary reservoir 21,94,124: opening and closing door

22: connecting bridge 30: generator 31: hydro turbine

32,64: Charging unit 33: Connecting rod 34: Operation cylinder

35 piston rod 36 support shaft 40 hydraulic unit

50: general power supply system 61: solar panel 62: photovoltaic power generation unit

63: hot wire 70: canal 71: connecting passage

80: first reservoir 90: second reservoir 92,122: earth and sand lamination

100: road 110: dam 111: reservoir

Claims (13)

In the method of installing the reservoir space in the river inclined at a certain angle to purify the contaminated water quality and at the same time generate power, In the middle along the stream, the excavation process of the river to install a multi-stage stepped reservoir (10), the process of screening sand, gravel, stones and soil produced during the excavation process, and the selected soil The process of covering and transporting the soil to the fields, constructing using the gravel, sand and stones produced in the process of sorting the embankment facilities protecting both sides of the waterway, and the upper surface of each reservoir 10 is horizontal Arranging the reinforcing bar in the mold for forming the reservoir to achieve the process, the process of manufacturing the ready-mixed concrete used to build the reservoir 10 by using the selected sand and gravel, and the prepared ready-mixed concrete is added to the mold for building the reservoir Water flowing from the upstream of the stream through the process of building the reservoir (10), and the process of dismantling the formwork attached to the outer wall and the inner wall of each reservoir (10) The inflow portion is configured to be lower than the levee (1) position of the stream, while the upper end of the water storage portion of each reservoir 10 is configured to be higher than the levee (1) position of the stream, the lower surface of each reservoir (10) is Configuring each reservoir 10 in stages in the same manner as the inclination angle of the river; On both sides of each of the reservoirs (10) to form a separate channel 20 so that the water flowing into the stream from the mountain or paddy field or the field, respectively, the water flowing into the respective channels (20) are each reservoir 10 Each of the opening and closing doors 21 to flow in a separate form from the water, and to collect the water flowing through the waterway 20 in the waterway 20 at both sides of the water inlet portion of each reservoir 10 By installing this to form an auxiliary reservoir 20 'through this, by controlling the opening and closing of the opening and closing door 21 to introduce the water collected in each of the auxiliary reservoir 20' into each reservoir (10). with; Hydroelectric turbine 31 is rotatably installed at the outlet 11 of the front lower end of the water storage portion of each reservoir 10, and the water gate 12 is opened and closed at the outlet 11 at each outlet 11. ), And each of the hydro turbines 31 is connected to the power generator 30, the power generator 30 is configured to wire and transmit electricity to the substation or each home or industrial site. with;  Water stored in each of the reservoir 10 and the auxiliary reservoir 20 'is more than the bank of the river, characterized in that the continuous development through the discharge process through the outlet 11 and the opening and closing door 21 A method of continuous development while purifying polluted water by using a large-capacity multistage reservoir space composed of high form. The method of claim 1, The generator 30 and the charging unit 32 are electrically connected to charge the electric power generated through the generator 30, and the electric power charged in the charging unit 32 is connected to the water gate 12 and the opening / closing door. Supply to the hydraulic unit 40 for automatically driving the 21 to supply and receive the power required to drive the water gate 12 and the opening and closing door 21 through self-generation, the remaining power is transmitted to the home or industrial site Purify the contaminated water quality by using the large-sized multi-stage water storage space configured in a higher form than the river bank, characterized in that it is provided to the power supply system 50 is configured to consume at home or industrial sites How to continue to develop while. The method of claim 1, The discharge pipe 13 is inclined downwardly by connecting one end of the discharge pipe 13 so that the water stored in the storage space of the reservoir 10 can be discharged without a pump at a position higher than the embankment of the reservoir 10. A method of continuously developing while purifying contaminated water quality by using a large multistage reservoir space composed of a higher form than a river bank. The method of claim 1, Both sides of the water inflow portion of each reservoir 10 are formed to be inclined in the diagonal direction toward the embankment 1 and the guide 14 is formed so that the outer end thereof extends to the embankment 1. The water flowing through the 20 is guided to the inside of each of the reservoir tank 10, the middle of the reservoir tank 10 is an ecological movement passage connecting the respective channel 20 in a direction perpendicular to the water flow direction ( 15) to form a fish or aquatic insects inhabit each of the waterways 20 to move freely to the other waterway 20 to maintain the balance of the ecosystem and at the same time the water of each waterway 20 is mixed to aeration occurs A method of continuously developing while purifying contaminated water quality using a large-capacity multistage reservoir space characterized by purifying water quality. The method of claim 1, A portion of the reservoir 10 horizontally installed with the dike 1 is provided with a tunnel bridge 16 through which a person can enter and exit, and the reservoir tank 16 connects the dike 1 with each of the reservoirs. (10) Contamination using a large multi-stage water storage space, characterized in that the connecting bridges 22 are respectively installed on the upper side of the waterways 20 on both sides so that they can cross from one side of the dike 1 to the other side of the dike 1. How to continually develop while purifying the purified water quality. The method of claim 1, The solar panel 61 is installed on both sides of the reservoir 10, and the solar panel 61 is connected to the photovoltaic unit 62. The heating wire 63 is provided on the inner wall of the reservoir 10. It is installed in a zigzag or lattice manner, and is provided with a charging unit 64 between the photovoltaic unit 62 and the heating wire 63, and the power generated from the photovoltaic unit 62 is transferred to the charging unit. It is configured to be applied to the heating wire (63) through (64) and as the heating wire (63) generates heat to maintain the temperature of the adjacent portion of the inner wall of the reservoir (10) as a constant image to maintain the freezing wave of the reservoir (10) A method of continuous development while purifying contaminated water quality using a large-capacity multistage reservoir space characterized in that it prevents. The method according to any one of claims 1 to 6, The width between both bottom walls of the bottom of the reservoir 10 is configured to be narrower than the width of the entire river, and the width between the upper both sides of the reservoir 10 by extending the middle side walls of the reservoir 10 outward. A method of continuously developing while purifying contaminated water quality using a large multi-stage storage space, characterized in that it is configured to be wider than the width between the lower both sides of the wall to secure a larger storage capacity. The method of claim 7, wherein When a road is formed on the embankment 1, when the middle side walls of the reservoir 10 are extended outwardly, the expansion part 18 passes through the river and passes upward of the road 100. It extends to a position that does not interfere with, and between the expansion portion 18 of the reservoir 10 and the embankment (1) is supported by a plurality of struts (19) to secure a larger storage capacity while the road (100) ) Is a method of continuous development while purifying contaminated water quality using a large multi-stage reservoir space, characterized by maintaining the functionality of). In the method of installing the reservoir space in the river inclined at a certain angle to purify the contaminated water quality and at the same time generate power, Excavating the bottom surface along the river, selecting sand, gravel, stone and soil produced in the excavation process, carrying the selected soil to paddy fields or fields near the river, and covering the river. Embankment facilities (2) to protect both sides of the building process using the gravel, sand and stones produced in the screening process, and made in a multi-step along one side of the river, each upper surface is higher than the position of the embankment Arranging reinforcing bars and building formwork so as to build a horizontal multi-stage reservoir 10, and manufacturing a ready-mixed concrete used to build the reservoir 10 using the selected sand and gravel; The process of building the multi-level storage tank 10 along one side of the river by injecting the prepared ready-mixed concrete into the formwork for building the reservoir, and the outer wall of each reservoir 10 Through the process of dismantling the formwork attached to the inner wall and the process of waterproof coating on the inner surface of each reservoir (10) or padding the waterproof plate, each upper surface is made in multiple stages along the side of the river than the position of the embankment While constructing a multi-level water tank 10 that is highly horizontal; On the opposite side of the river in which the multi-stage storage tank 10 is installed, a canal 70 through which a boat can pass is formed, and each reservoir tank 10 is located at a canal 70 corresponding to a water inflow portion of each storage tank 10. The water gate 72 is installed higher than the side wall of the water inflow portion of the water) so that when the boat enters in a state where the ship can move, the water gate 72 is sequentially opened and closed from the water gate 72 on the lower side. The installation position of the 72 is provided with a power generation device, and on the opposite side of the canal of each of the reservoirs (10) to form a waterway (20) in which water flows into the stream from the mountain or paddy field or field, each of the reservoirs (10) ) Forms a connection passage 71 connecting the waterway 20 and the canal 70 so that water on the waterway 20 flows into the canal 70, and part of the water in the river Flow down through canal 70 The canal At the same time, the remaining water of the river is filled in stages through the multi-stage reservoir tank 10 and used for procurement and power generation of living water in a higher form than the dike of the river. A method of continuous development while purifying polluted water by using a large amount of multistage reservoir space. The method according to claim 1 or 9, When the mountain or cliff is located on one side of the river, the side wall for the reservoir 10 is constructed only on the opposite side of the mountain or the cliff of the river to form the reservoir 10 through the side wall of the mountain or the cliff and one side, the outside By constructing the levee 1, the waterway 20 is formed between the levee 1 and the side wall for the reservoir 10, and contaminated by using a large-sized multistage reservoir space formed of a higher shape than the levee of the river. How to continually develop while purifying the purified water quality. The method according to claim 1 or 9, Position the power generator 30 on the outer side of the bottom end outlet (11) of the reservoir 10 over the full width of the front surface, and fixed to the connecting table 33 on the upper portion of the power generating device 30, An operating cylinder 34 and a piston rod 35 thereof are rotatably connected between an upper end portion and an outermost upper wall of the lower end of the reservoir 10, and a support shaft below the operating cylinder connection position of the lower end wall of the reservoir 10. The river, characterized in that by fixing the 36 so as to rotatably connect the upper side of the connecting portion 33 to the front end of the support shaft 36 in accordance with the weather conditions A method of continuous development while purifying contaminated water quality using a large multi-stage storage space consisting of a higher form than a levee. In the method of installing the reservoir space in the river inclined at a certain angle to purify the contaminated water quality and at the same time generate power, The bottom surface is excavated along the river, and the first reservoir 80 is made higher than the height of both banks 1 at the middle of the river, and at the same time, the two banks 1 and the first reservoir 80 A water channel 20 is formed between both sides, and the second water tank 90 is constructed so as to be supported by the plurality of pillars 91 above the first water tank 80 to form the river water in the first water tank 80. And to the water storage in the second reservoir (90), and the water inlet portion of the second reservoir (90) is configured to have a step so that the portion to form the soil layered portion 92, the first reservoir ( In a portion of the 80, the side wall is formed to be lower than the height of the channel 20 so that water flowing through the channel 20 flows into the first reservoir 80, and the second reservoir 90 The first on the front so that the water discharged from the can flow into the first reservoir (80) The width of the water tank (80) is configured to be wider than the width of the second water tank (90), and a discharge port (93) opened and closed by an opening and closing door 94 in the lower portion of the front wall of the second water tank (90) Water contaminated using a large-sized multi-stage storage space composed of a higher form than the bank of the river, characterized in that configured to discharge the water filled in the second reservoir 90 to the first reservoir 80 How to continue to develop while purifying. The dam 110 is installed in a river inclined at a predetermined angle to secure water through the reservoir space 111 formed therefrom, and at the same time, purify the contaminated water quality in the process of discharging the water in the reservoir space 110. In the way of development, The reservoir 120 is constructed to be supported by the plurality of struts 121 upward of the dam 110 to store river water together with the reservoir 111 formed by the dam 110 and the reservoir 120. It is possible to, and the water inlet portion of the reservoir 120 is configured to have a step so that this portion to form the soil stacking portion 122, the water discharged from the reservoir 120 by the dam 110 The width of the reservoir 120 on the front side is narrower than the width of the reservoir 111 formed by the dam 110 to be introduced into the reservoir 111 is formed, the front of the reservoir 120 Forming a discharge port 123 to be opened and closed by the opening and closing door 124 in the lower wall to be configured to selectively discharge the water filled in the reservoir 120 into the storage space 111 formed by the dam 110 Characterized by a higher shape than the banks of the river Using a multi-stage water storage space in the large castle that way to continue to develop while purifying contaminated water.

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