KR20060116184A - Method to purify polluted river water - Google Patents

Abstract

A method for purifying polluted river water is provided to purify polluted river water using a sliding type rotary water gate by discharging stored water toward the upper part or lower part of a water gate by inserting a water gate to a guide frame and making a sliding rotational motion. A method for purifying polluted river water comprises the steps of composing a water gate(10) by connecting both side plates(11) and a water gate plate(12) having the same curvature as the side plate, connecting the water gate and a power supply device to open and close a watercourse between both support structures(1), fixing a guide frame(20), which contains both guide units(22) having guide holes(21) to be fixed with both side plates of the water gate rotatively, a support plate(23) having a guide groove(24) to be connected with the lower part of the guide hole partially, to the outside of both support structures and placing both side plates of the water gate in the guide holes rotatively and locating the water gate plate to be slidable in the guide groove, drawing out each working bar(13) from the eccentric location of the center of both side plates and connecting a power supply device between each working bar and both support structures, and moving both side plates of the water gate along each guide hole of the guide frame to discharge water downward between the water gate plate and the guide groove or to discharge water upward from the water gate plate. Hereon semicircular guide grooves(14,25) are formed on the contact surface of both side plates and each guide hole of the guide frame, a ball bearing(15) is inserted between guide grooves to operate the water gate smoothly and to keep the water gate not to fall off from the guide hole, and a packing member(19) is inserted to the contact surface of both side plates and each guide hole of the guide frame to keep water not to flow in a space loaded with a working cylinder(30).

Description

Method to purify polluted river water

1 is an exploded perspective view of a hydrologic purification for river water according to a first embodiment of the present invention.

2 is a cross-sectional view of a river water purification gate according to a first embodiment of the present invention.

3A is a perspective view of a reservoir state in which a convex portion of a sluice plate is located on a reservoir side in a river water purification gate according to a first embodiment of the present invention;

3B is a side cross-sectional view of the FIG. 3A state.

Figure 4a is a perspective view of the reservoir state in which the concave portion of the sluice plate in the water purification system for the river water purification according to the first embodiment of the present invention is located on the reservoir side.

4B is a side cross-sectional view of the FIG. 4A state.

Figure 5a is a perspective view showing a state that the water gate is rotated upward in the lower state in Figures 3a and 3b.

5B is a side cross-sectional view of the FIG. 5A state.

Figure 6a is a perspective view showing a state in which the water gate is rotated upward in the lower state in Figures 4a and 4b.

6B is a side cross-sectional view of the FIG. 6A state.

Figure 7a is a perspective view showing a state that the top gate is rotated downward in the state of Figures 3a and 3b discharged.

FIG. 7B is a side sectional view of the FIG. 7A state; FIG.

Figure 8a is a perspective view showing a state that the top gate is rotated downward in the state of Figures 4a and 4b.

8B is a side cross-sectional view of the FIG. 8A state.

9A is a perspective view of a state in which a sluice is located at the top of a sluice gate for river water purification according to a first embodiment of the present invention;

9B is a side cross-sectional view of the FIG. 9A state.

10A is a perspective view of a state in which a sluice is located at the bottom of the sluice for river water purification according to the first embodiment of the present invention;

10B is a side cross-sectional view of the FIG. 10A state.

Figure 11 is an exploded perspective view of the water purification for river water purifying according to the second embodiment of the present invention.

12 is a sectional view of a river water purification gate according to a second embodiment of the present invention.

Figure 13 is a low water state diagram of the river water purification hydrograph according to a second embodiment of the present invention.

14 is a state diagram when discharging the bottom of the water purification gate for purifying water according to the second embodiment of the present invention.

15 is a state diagram when the top discharge of the river water purification gate according to the second embodiment of the present invention.

Figure 16 is a state diagram at the time of full opening of the water purification gate for purifying water according to the second embodiment of the present invention.

17 is a detailed sluice of the sluice for river water purification according to the third embodiment of the present invention.

18 is a block diagram of a hydrological gate for river water Jeongho according to a fourth embodiment of the present invention.

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

1: Support structure 10: Sluice

11: side plate 12: sluice plate

13: operating rod 14, 24, 25: guide groove

15: ball bearing 16: rotation axis

17: groove 18: driven gear

19: packing member 20: guide frame

21: guide hole 22: guide part

23: support plate 30: working cylinder

31: drive gear 32: drive motor

The present invention relates to a method for purifying contaminated river water, and more particularly, the water trapped in the reservoir formed through the water gate is inserted into the guide frame having the circular guide part so as to slide and rotate. It is to effectively purify the river water by allowing the discharge to the bottom.

As is well known, water flows through various routes into reservoirs such as rivers or reservoirs, so it is obvious that the incoming water contains large amounts of contaminants. Therefore, various methods have been proposed to purify the stored water, and conventional water purification methods include gravel contact oxidation method, reverse contact oxidation method, sewage treatment plant water purification method, chlorine input purification method, etc. Compared to the effect was insignificant.

In order to improve this, a device has been introduced to implement water purification by forming a vortex in water through a separate device to float contaminants and removing it, but this has the disadvantage of having a separate device to improve the water quality. Of course, the water purification area is very limited, so it was vulnerable to water quality improvement in a wider range.

In addition, the "natural water quality improvement method using a multi-stage water storage device" of the Patent Publication No. 2001-0000343, which was created by the present applicant, has a natural self-cleaning effect due to aeration because it is composed of one hydrology. There was a low flaw, and this defect further exacerbated the stored water by causing the algae phenomenon due to the aggregation of substances and contaminants generated by the confinement of water and contaminants trapped inside the water gate. There was a great fault letting.

Here, the term applied to this invention is demonstrated in order to raise the technical value of this invention.

"Material Acceleration" and "Material Scavenging" and "Law of Material Preservation Instinct" and "Material Aggregation" and "Material Coupling" and "Material Rejection" in which contaminated water quality contained in river water is naturally purified or deteriorated. Effect ”and“ material release ”.

Due to the difference in the mass and specific gravity of the substance, all the substances flow in the different places of the material, ie in different states, depending on the specific gravity of the substance.

By this action, clean water with heavy gravity flows in the lower layer of river water, and polluted water with light gravity flows in the upper layer of river water. The reality is that it flows faster than the lower seawater. This action occurs because the amount of pollutants contained in the water, ie the pollutant load, is high. This principle is defined as the "material acceleration phenomenon."

The reason why the water flowing in the stream is more polluted is because of the "acceleration of substance" and "agglomeration". Lightweight polluted water flows into the lower part of the river while lightly polluted water flows to the lower part of the stream by the action of gravity caused by the rotation of the Earth and the solar system. Pollution in river waters becomes more aggravated by the deterioration of the pollution by the aggregation of substances that combine with other contaminants that have been introduced.

The following describes the process of the "material indentation" that occurs when the material acceleration phenomenon is reversed. There is a close relationship between mass cutting action and material acceleration. The process of material ingestion is performed when contaminated river waters try to pass through the lower part of the hydrology. Through the lower part, it tries to get out first. This principle is called “material cutting action”. It is defined as. All materials on earth are different in volume or specific gravity, even if they are the same size, depending on the atomic weight and molecular weight of the materials that make up the material.

Next, all substances are "laws of substance preservation instinct" that seek to instinctively preserve the substance's constituents, and "material massing" exerted by these actions, and "material release" caused by material thrust. The operation will be described. Water has the characteristic of inducing another substance by instinctively accepting the penetrating substance and integrating the substance when water other than water penetrates into the structure of the water by the structural characteristic of water. In the present invention, such an action is defined as a "mass aggregation action".

In addition, when a certain impact is applied to water to shake off the contaminants that penetrate into the pure water molecular structure forming water crystals, the contaminants contained in the pure molecular structure of the water are immediately released from the water molecule. The action that comes out is "material release". It is defined as. In other words, the action of cleaning the polluted water by the force of impact from the outside is the "material release action". It is defined. As described above, the mass-aggregation action is generated when the water storage system is constructed in such a way that the water storage system for confining the river water is discharged to the upper end of the inflowing river water such as concrete beams, conductive water gates, or rubber dams. Pollution is aggravated by, but if you install a hydrologic system that discharges the river water to the lower end, the contaminated river water will be naturally purified as the natural material grabbing action, material jungle action and material release action. Large dams can also be constructed in this way so that they do not add pollution. In addition, the installation of a hydrologic system configured to discharge only a portion of the stream water in the lower part of the water storage system increases the pollution. As the material is pushed by these heavy clean waters, it is pushed out of the outlet, and the pollution is further aggravated by the agglomeration of substances that combine with other pollutants. Due to material jungle action and mass aggregation, contaminated river water with a light weight other than the hydrosphere's outlet is absolutely impossible to move downstream of the stream itself, and combines with other substances. Contamination of contaminated materials becomes more and more contaminated by condensation. More specifically, the installation of a siphon-type water gate configured to selectively discharge only a portion of the outlet water formed at the lower end of the rubber dam or a portion of the bottom water trapped in the lower portion of the conductive water gate will result in a heavy gravity of clean water. Polluted waters, which are lightly condensed by mass cutting and mass jungle, are pushed out by the heavy waters and are stagnant inside the hydrology. By contaminating the contaminated materials again in the state that can not be absolutely escaped to the downstream part by the condensation of the material and the contaminated material by combining the combined material to create another material is bound to be further aggravated. When the water is confined using the discharge type submerged beam to the upper part by these actions, the material condensation action and material combination generated by condensation and condensation of substances of water molecules while confining the water inside the reservoir system There is a significant problem that pollution is rather weighted by action.

The following describes the substance rejection action.

All substances are diluted with water when they enter the water, and the agglomeration of substances that adds to the contamination of the water is not exerted from the beginning, but the structures of pure water molecules are not directly combined by the substance rejection action that rejects the pollutants. Refuse to clump the masses of aggregates, and after a certain period of time, pollutants are gradually released from water molecules by natural reactions such as dissolved oxygen, solar heat, microorganisms and osmotic pressure. As they combine, they add to pollution,

The following describes mass decomposition, mass binding and mass flotation. Pure molecules of water react unavoidably with other contaminated substances by substance rejection according to the law of substance preservation instinct to maintain pure water molecules, and inevitably by water viscosity of contaminants As a result of the natural decomposing action that occurs while sitting on the bottom layer of the river as it is bound by the mass-bonding action that binds to the water, the water molecules and some substances of the pollutants are transferred to the upper layer of the reservoir layer again. Water molecules bound by a material binding action that combines with other pollutants while exerting a moving repetitive material flotation action become heavy at the same time as the binding, causing a repetitive action that sinks to the bottom of the reservoir. The action that adds weight to the mass is the material decomposition action and the material binding action. And material injury to the action.

Therefore, if the water is confined to a certain place for a long time, the pollution is aggravated by the agglomeration of substances, so that the water stored in the reservoir can be discharged from the water through the gate and refilled with new water to prevent the contamination of the river water. It is the best way to discharge the water in the reservoir and discharge to the lower part of the water gate to discharge the pollutants such as sedimentation sludge which is aggregated by the mass aggregation action, and to accelerate the material acceleration phenomenon, material scavenging phenomenon, material decomposition action, material floating action. In addition to the method of purifying the water according to the principle, such as to discharge the water to the upper end of the water gate to be able to remove and remove the polluted material having a light weight in the upper portion of the water is most desirable.

However, in the case of general hydrological gates, the supporting shaft of the hydrological gate is located at the lower side of the supporting structure, and the conductive hydrological gate discharges the stored water to the upper portion of the hydrologic gate while conducting according to the water level. The floating shaft is fixed like a floating gate that discharges the stored water to the lower part of the gate, so that the water stored in the reservoir can be discharged only to the upper or lower part of the gate. In the case of conducting hydrology, there is a problem that the regressive fish can destroy the ecosystem by failing to form a fish passage when they go back up the river to find their place of birth. In the case of floating floodgates, there is a sudden increase in water, such as flooding, which causes large foreign objects such as tree branches to float out. When that was also concerned by these hydrological damage the larger debris.

The present invention has been proposed in view of this point, and constitutes both side plates made of discs on both sides of the sluice plate, and allows both side plates to be received in a circular guide hole, and between the side plates and the supporting structure. By connecting the two side plates of the gate by the drive of the power means is rotated along the guide hole to selectively operate in the bottom discharge type or top discharge type so as to discharge the water in the reservoir space more effectively to clean the water quality, It is intended to provide a method of purifying contaminated river water that facilitates drainage control as well as allows fish to form fisheries that can be burned.

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

1 is an exploded perspective view of a river water purification hydrology according to a first embodiment of the present invention, Figure 2 is a cross-sectional view of the river water purification hydrology according to a first embodiment of the present invention, Figure 3a is a first embodiment of the present invention The convex portion of the sluice plate in the river water purification gate according to the water is a perspective view of the water state is located in the low water side, Figure 3b is a side cross-sectional view of the state of Figure 3a, Figure 4a is a sluice plate in the river water purification gate according to the first embodiment of the present invention 4 is a side cross-sectional view of the state of FIG. 4A, and FIG. 5A is a perspective view showing a state in which the water gate is rotated upward in the state of FIGS. 3A and 3B and discharged at the bottom thereof, FIG. 5B is a side cross-sectional view of the state of FIG. 5A, FIG. 6A is a perspective view showing a state in which the water gate is discharged downward by rotating upward in the states of FIGS. 4A and 4B, FIG. 6B is a side cross-sectional view of the state of FIG. 6A, and FIG. 7A is 3a Figure 3b is a perspective view showing a state that the water gate is rotated downward in the state of Figure 3b, Figure 7b is a side cross-sectional view of the state of Figure 7a, Figure 8a is a state in which the water gate is rotated downward in the state of Figure 4a and 4b 8B is a side cross-sectional view of a state of FIG. 8A, FIG. 9A is a perspective view of a state in which a sluice is located at the top of a water purification gate for purifying water according to a first embodiment of the present invention, and FIG. 9B is a side sectional view of a state of FIG. 9A FIG. 10A is a perspective view of a state in which a sluice is located at the lowermost end in a river water purification gate according to a first embodiment of the present invention, and FIG. 10B is a side cross-sectional view of the state of FIG. 10A.

"자 형상으로 연결되면서 가이드홀(21)의 하부 일부와 연속되는 가이드홈(24)이 받침판(23)에 가로방향으로 형성된 가이드프레임(20)이 양측 지지구조체(1)의 외측에 고정되어 수문(10)의 양 측판(11)이 가이드홀(21)에 회전가능하게 수용되면서 수문판(12)이 가이드홈(24)과 슬라이딩가능하게 위치되며, 양 측판(11)의 중심으로부터 편심된 위치로부터 각각 작동봉(13)이 인출되고 각 작동봉(13)과 양측 지지구조체(1)의 사이에는 동력수단이 각각 연결되어 동력수단의 구동에 의해 수문(10)의 양 측판(11)이 가이드프레임(20)의 각 가이드홀(21)을 따라 회전동작되면서 수문판(12)과 가이드홈(24) 사이로 물을 하단 배출하거나, 수문판(12)의 상부로 물을 상단 배출하도록 구성된 것이다.As shown, the river water purification hydrology applied to the method for purifying the contaminated river water according to the present invention, a water channel is formed between the two support structures (1), opening and closing the water channel between the two support structures (1) It can be connected to the water gate 10, the power means for operating the water gate 10 is configured to open and close the waterway, both side plates 11 and between one side of the discs of both side plates (11) Both side guides each having a circular guide hole 21 formed therein so that the sluice plates 12 having the same curvature are integrally connected to form a sluice 10 and both side plates 11 of the sluice 10 can be inserted and rotated. On the lower part of the support plate 22,

"Guide frame 24 is connected to the shape of the lower portion of the guide hole 21 and the continuous guide groove 24 formed in the horizontal direction on the support plate 23 is fixed to the outer side of both support structures (1) While both side plates 11 of 10 are rotatably received in the guide holes 21, the sluice plate 12 is slidably positioned with the guide grooves 24 and is eccentric from the center of both side plates 11. The operating rods 13 are drawn out from each other, and the power means are connected between each of the operating rods 13 and the two support structures 1, respectively, so that both side plates 11 of the sluice 10 are guided by the driving means. Rotating along each guide hole 21 of the frame 20 is configured to discharge the bottom of the water between the sluice plate 12 and the guide groove 24, or to discharge the top of the water to the top of the sluice plate 12.

At this time, the power means according to the present invention can be applied in various ways, such as a gear transmission method, a rope control method, a cylinder method, a crank method, in the first embodiment of the present invention to adopt a cylinder method, each operating rod 13 Are drawn from different positions symmetrically with respect to the center of each side plate 11, and the two working cylinders 30 are connected to each other between the supporting structure 1 and each working rod 13 at different angles. Being stretched and configured to rotate the water gate 10 at 360 ° angle.

In addition, semi-circular guide grooves 14 and 25 are formed on the contact portions of each of the side plates 11 and the guide holes 21 of the guide frame 20, respectively, and each guide groove 14 and 25 is formed. Between the ball bearing 15 is inserted so that the rotational movement of the water gate 10 is made smoothly so that the water gate 10 does not escape from the guide hole 21, both side plates 11 and the guide frame ( 20) A packing member 19 is interposed in the contact portion of each guide hole 21 to prevent water from flowing into the space in which the working cylinder 30 is accommodated.

When the operation cylinders 30 are contracted or extended in this configuration, both side plates 11 of the sluice are pulled or pushed, and both side plates 11 of the sluice 10 are guide holes of the guide frame 20. It is accommodated in (21) is that both side plates 11 of the water gate 10 can be rotated in that direction if pulled or pushed.

In addition, guide grooves 14 and 25 are formed at the contact portions between the side plates 11 of the sluice 10 and the guide holes 21 of the guide frame 20, respectively, so that the ball bearings 15 are formed therebetween. Since the insertion is reduced to minimize the friction during the rotation of the water gate 10 can be made more smoothly the rotation.

When the amount of inflow is not large, as shown in FIGS. 3 and 4, the operation cylinders 30 are contracted or stretched so that the convex portion or the concave portion of the sluice plate 12 faces the water reservoir side. The lower end of the guide frame 20 is located in a position not to deviate from the guide groove 24 formed in the support plate 23, and then the contact between the sluice plate 12 and the guide groove 24, In addition, since the packing member 19 is interposed between the side plates 11 positioned at both sides of the sluice plate 12 and the guide holes 21 of the guide frame 20, water is not leaked and continuously filled in the storage space. do.

At this time, if the water stays in the reservoir for a long time, the contaminants are increased by condensation and contaminate the river water rather than being decomposed naturally. Therefore, when the water is filled to the reservoir, the water is frequently filled. Should be discharged.

To this end, as shown in FIGS. 5 and 6, when the operation cylinders 30 are contracted or extended to rotate the water gate 10 upward, the guide plate of the water plate 12 and the guide frame 20 of the water gate 10 are rotated upwards. (24) The spaces are separated from each other, and water trapped in the lower layer of the reservoir can escape, and in this process, foreign matter such as sedimentary sludge deposited on the bottom of the river by material agglomeration moves out like the river water. Material acceleration, mass cutting, material desorption and material flotation can occur to purify water quality.

In addition, when the space between the sluice plate 12 of the sluice 10 and the guide groove 24 of the guide frame 20 is separated, it can form a moving passage of the fish when the fish moves upstream to preserve the ecosystem There is an advantage to that.

Of course, even when the water is discharged to the lower end of the sluice 10, the upper portion of the stored water is contaminated with lighter specific gravity, and the contaminated material aggregates with the newly introduced contaminant over time. It has been described above that the agglomeration can increase the contamination.

Therefore, as shown in FIGS. 7 and 8, when the actuating cylinder 30 is contracted or extended as opposed to FIG. 5 or 6 to rotate the water gate 10 downward, water in the reservoir space is discharged to the upper end of the water gate. The specific gravity in the upper layer of the stored water can release polluted materials that are light in weight, thereby purifying the water quality.

Of course, the rotation of the water is not shown, but the sensor installed in the reservoir can detect the pollution of the water quality and automatically control the power unit to operate automatically, or can be manually controlled by the administrator It is self-evident.

In addition, it is apparent that when the rain falls as shown in FIG. 9, the amount of inflow or sewage increases, and the water flows into the reservoir space in a short time, so that the watermark plate 12 may be positioned at the top so that the reservoir may be adjusted in a short time. .

On the other hand, when the water is suddenly blown up like a flood and large foreign objects such as tree branches float down together, to minimize the water pressure hitting the sluice 10 and to prevent the sluice 10 and large foreign bodies from colliding with each other, as shown in FIG. 10. Each operation cylinder 30 is driven to position the sluice 10 at the lowermost end, and then water and foreign substances are released at a high speed to the upper side of the sluice plate 12 to protect the sluice 10 safely. .

In addition, although not shown in the first embodiment of the present invention, the river water purification hydrology having the above configuration may be installed in multiple stages on the inclined portion of the river, so that water may be more effectively purified when the water exits the multi-level water gate. It is apparent that such modified embodiments belong to the scope of the present invention.

11 to 16 show the river water purification hydrometer applied to the method for purifying the contaminated river water according to the second embodiment of the present invention, all technical configurations are the same as the first embodiment of the present invention, except for each operation The rod 13 is drawn out from the same position of each side plate 11, and the operating cylinder 30 is provided as a power means, and each operating cylinder 30 is provided between each operating rod 13 and the support structure 1, respectively. ) Is configured to be connected at an angle to the same position, and the support shaft (1) for the support shaft (1), which draws the rotating shaft (16) from the center of both side plates (11) to the outside, respectively, and the rotating shaft (16) is rotatably fixed. Fixed to each) is configured so that the water gate (1) is rotated about it.

In this configuration, when the water cylinder is contracted as far as possible within the stroke range of each operation cylinder 30, the water is separated from the watermark plate 12 and the guide groove 24 so that the stored water is discharged to the lower end of the water gate 10 and is polluted. It is possible to improve the quality of the water, and when the operating cylinder 30 is slightly stretched in this state, the water becomes a reservoir state, and when the operating cylinder 30 is slightly extended in this state, the water becomes It can be discharged to the top to discharge the polluted material with a light specific gravity, and when the working cylinder 30 is extended as much as possible, the sluice plate 12 is located at the lowermost part to cope with a sudden increase in quantity such as flooding and inflow of large foreign substances. Will be.

Therefore, in accordance with the second embodiment of the present invention, the maximum rotation angle of the sluice plate 12 is about 100 to 120 ° from the lower discharge state of the sluice plate 12 to the position located at the lowest end thereof. To discharge the water to the lower end of the water gate 10, or to discharge the water to the top of the water gate 10, it is possible to perform all of the operations to completely contact the water gate 10 and the bottom.

FIG. 17 is a block diagram of a river water purification hydrometer applied to a method for purifying contaminated river water according to a third embodiment of the present invention, and the rotary shafts 16 are drawn outward from the center of both side plates 11, respectively. The bearings 2 to which the 16 are rotatably fixed respectively are fixed to the support structure 1 so that the sluice 10 is rotated about it, and the rotating shaft 16 is rotated 45 degrees toward the front or the rear. The actuating rod 13 is connected, and the actuating cylinder 30 is provided as a power means to connect it between the supporting structure 1 and the actuating rod 13. In this case, as in the above-described second embodiment The water is discharged to the bottom of the water gate 10 while rotating the maximum rotation angle of the water gate plate 12 in a range of about 100 to 120 ° from the bottom discharge state of the water gate plate 12 to a position located at the bottom end, or the water gate Drain the water to the top of 10, or It is possible to perform all the operations of bringing the water gate 10 into close contact with the bottom.

18 is a cross-sectional view of a stream water purification gate which is applied to a method for purifying contaminated river water according to a fourth embodiment of the present invention, the grooves 17 being formed on the outside of both side plates 11 except for the edge thereof. A driven gear 18 is formed on the inner circumferential surface of the rim, and includes a drive motor 32 having a drive gear 31 as a power means, and fixes the drive gear 31 to the support structure 1 while driving the drive gear 31. ), When the drive gear 31 is rotated according to the forward and reverse rotation of the drive gear 31, the driven gear 18 has a larger gear ratio than the drive gear 31, so that the rotational force of the drive motor 32 is reduced. It is transmitted to the driven gear 18 in a state, and the water discharge plate 12 is rotated in the 360 ° direction by this rotational force to discharge water to the lower end of the water gate 10 or the water gate in the same manner as the first embodiment of the present invention, Drain water to the top of (10), or make the water gate (10) the best It was to position the unit maintains the water level to discharge water at a faster rate, or where the gates (10) in the lowest part will be done in a smooth respond to the rapid increase in the inflow, such as floods and large debris.

Of course, in the case of the gear coupling as described above, the driven gear is formed on the rotating shaft 16 so that the driving gear of the driving motor is directly engaged with the driven gear, or the driven gear is provided on the outer surfaces of both side plates 11. Forming and connecting the drive gear of the drive motor in a worm gear type to reduce the transmission of the rotational force of the drive motor, or may be further provided with a separate gear group between the drive gear and the driven gear, these modified embodiments also It is self-evident that it belongs to the scope of right.

And, although not shown in each embodiment of the present invention, any means of power means or power transmission structure capable of rotating by transmitting power to the sluice 10 is obviously within the scope of the present invention.

In addition, the bearing member may be used even when using a member such as a ring or oilless bearing formed by circularly forming a ring or tube pipe formed by narrow cutting of a bushing or non-ferrous metal sheet formed by combining with a known index member. Since it is possible to constitute the rotating member of the invention, it is natural that all such design changes fall within the scope of the present invention.

As described above, the present invention can selectively discharge the stored water to the bottom of the hydrology gate or the top of the hydrology so that the "accelerated substance phenomenon" and "substance which act to make the polluted substances contained in the river water naturally purify. Cleansing the contaminated river water with natural occurrence of "cutting action", "law of substance conservation instinct", mass aggregation action, "material binding action", "material rejection action", "material release action" and "material decomposition action" Because it exerts a purifying action, the contaminated river water has a significant working effect that is purified cleanly at its source.

In other words, the polluted water is not only purified naturally while staying in the reservoir, but also prevents secondary pollutants that create new pollutants by blocking the mass aggregation caused by the condensation of contaminants and pollutants. As the water is discharged, the aeration is caused by a drop, which makes it possible to realize more active water purification through the natural purification of the water itself and the floating of foreign substances by the aeration. If installed, the water can be purified more naturally through each step.

Therefore, this system can be used to purify polluted river water easily at low cost even in the case of large rivers, and can create completely clean river water because it uses the natural purification system naturally generated by nature. It is effective in producing clean water without using chemicals such as chlorine and fluorine. When applied to a large dam it is possible to reduce the occurrence of sedimentation sludge in the dam, there is a significant action effect that can prevent the green algae caused by the above actions at the source.

In addition, there is a significant effect that blocks the source of the red tide caused by the flow of polluted river water from the land of the land flow into the sea.

Also, no matter how much water is trapped, the stored water does not decay, so you can not only trap a large amount of water, but also because of the capillary phenomenon caused by the trapping of the water, Due to its status, there is a significant action that promotes the growth of trees growing in the mountains, and this action prevents the desertification of the land caused by drought, and has a significant action effect that transforms the desert into clay. .

Claims (7)

A water channel is formed between both side support structures 1, and a water gate 10 which opens and closes the water channel is connected between the both side support structures 1, and a power means for operating the water gate 10 is provided. In the automatic walkway is provided to open and close the waterway, The water gate 10 is integrally connected between one side of both side plates 11 of a disc by integrally connecting the water gate plates 12 having the same curvature with the both side plates 11; The supporting plate 23 is formed on the front of the lower side of each of the guide portion 22 in which circular guide holes 21 are formed so that both side plates 11 of the sluice 10 can be rotated.

"Guide groove 24 is connected to the shape of the lower portion of the guide hole 21 and the continuous guide frame 20 formed in the horizontal direction on the support plate 23, the outer side of the support structure (1) Fixedly positioning the sluice plate (12) with the guide groove (24) while rotatably receiving both side plates (11) of the sluice (10) in the guide hole (21); The driving means 13 are drawn out from positions eccentrically from the centers of both side plates 11, and the driving means is connected between the operating rods 13 and the both supporting structures 1, respectively. Both side plates 11 of the sluice 10 are rotated along the guide holes 21 of the guide frame 20 by the driving of the sluice plate 12 and the guide grooves. 24) a method for purifying contaminated river water, characterized in that it purifies the water quality while discharging the bottom through the top, or the top discharge to the top of the hydrologic plate (12). The method of claim 1, The actuating rods 13 are drawn out from different positions which are symmetrical with respect to the center of each side plate 11, respectively, and constitute the actuating cylinder 30 as the power means to form the actuating cylinders 30, respectively. By connecting between the support structure 1 and each of the operating rods 13 at different angles to purify the water quality while rotating the water gate 10 at a 360 ° angle according to the expansion and contraction of the operation cylinder 30 Purifying contaminated river water. The method of claim 1, Each of the operating rods 13 is withdrawn from the same position of the side plates 11, respectively, and constitutes an operating cylinder 30 as the power means, which is used to support the support structure 1 and each of the operating rods 13, respectively. Method of purifying contaminated river water, characterized in that to clean the water quality by rotating the water gate (10) at an angle of 100 ~ 120 ° according to the expansion and contraction of the working cylinder (30) by connecting to the same position at an angle between. The method of claim 1, The rotation shafts 16 are drawn out from the center of the side plates 11, respectively, and the bearings 2 to which the rotation shafts 16 are rotatably fixed, respectively, are fixed to the support structure 1, respectively. 10 is rotated about this, and the rotating shaft 16 is connected to the operating rod 13 in the 45 ° direction toward the front or rear, and constitutes the operating cylinder 30 as the power means to support the By connecting each other between the structure (1) and each of the operating rods 13 is characterized in that to purify the water quality while rotating the water gate 10 at an angle of 100 ~ 120 ° according to the expansion and contraction of the operation cylinder (30) How to purify polluted river water. The method of claim 1, A drive motor 32 having drive gears 31 formed on the inner circumferential surface of the edges while the grooves 17 are formed on the outside of the side plates 11 except for the edges thereof, and on the inner circumferential surface thereof. And the drive gear 31 is engaged with the driven gear 18 while the drive motor 32 is fixed to the support structure 1 so that the water gate according to the forward and reverse rotation of the drive motor 32. A method of purifying polluted river water, characterized in that the water quality is purified while rotating (10) 360 degrees. The method of claim 1, In the contact portions of each of the side plate 11 and each of the guide holes 21 of the guide frame 20, semicircular guide grooves 14 and 25 are formed in cross-sections corresponding to each other, and the guide grooves 14 ( 25) A method for purifying contaminated river water, characterized by inserting a ball bearing (15) to assist in the rotational motion of the water gate (10). The method of claim 1, Contaminated, characterized in that to prevent the water flowing into the power means side through the packing member 19 in the contact portion of each guide hole 21 of the side plate 11 and the guide frame 20. How to purify river water.

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