KR20070108437A - Method to purify polluted river water using rotating water gate and system to control rotating action - Google Patents

Abstract

A method for purifying polluted river water is provided to improve the water storing performance by a rotating water gate and the bottom of a housing when the rotating water gate is closed. A water gate(30) is installed asymmetrically such that a water supply side is longer than a water storage side based on a rotary shaft(33). A packing member(40) is fixed to an outside of the water supply side of the water gate. The water gate is rotated at an angle of 270 degrees by driving two operative cylinders(51,61) so that the water gate is opened or closed. When the water gate is opened, a water gate plate(31) and the bottom of a housing(20) form a level surface to discharge water smoothly. When the water gate is closed, a space between the water gate and the housing is sealed by the packing member.

Description

Method to purify polluted river water using rotating water gate and system to control rotating action}

1 is an exploded perspective view of a rotating gate according to a first embodiment of the present invention.

FIG. 2 is a detailed view of portion A of FIG. 1; FIG.

Figure 3 is a front sectional view of the rotating gate according to the first embodiment of the present invention.

Figure 4 is a side cross-sectional view at the time of opening the rotating gate according to the first embodiment of the present invention.

Figure 5 is a side cross-sectional view at the maximum rise of the rotating gate according to the first embodiment of the present invention.

Figure 6 is a side sectional view at the time of closing of the rotating gate according to the first embodiment of the present invention.

Figure 7 is a side cross-sectional view during the opening operation of the rotating gate according to the first embodiment of the present invention.

Figure 8 is an exploded perspective view of a rotating gate according to a second embodiment of the present invention.

Figure 9 is a front sectional view of the rotating gate according to the second embodiment of the present invention.

Figure 10 is a side cross-sectional view at the time of opening the rotating gate according to the second embodiment of the present invention.

Figure 11 is a side cross-sectional view at the time of closing of the rotating gate according to the second embodiment of the present invention.

Figure 12 is a side cross-sectional view when opening the lower end of the rotating door according to a second embodiment of the present invention.

Figure 13 is a side cross-sectional view at the time of closing the rotating gate according to a third embodiment of the present invention.

14 is a side cross-sectional view when discharging the lower floor water in the closed state of the rotating gate according to the third embodiment of the present invention.

Figure 15 is a side cross-sectional view when opening the rotating gate according to the third embodiment of the present invention.

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

10 support structure 11 water channel 12 confined space

20: housing 21: shaft hole 30: sluice

31: sluice plate 32: side plate 33: rotation axis

34: operation link 35: pressing plate 36: packing plate

37: connecting rod 38: support 39: guide

40: packing member 51: first operation cylinder 52: support roller

53 chain 61 second operation cylinder 62 base plate

63: operating plate 64: slider 65: operating groove

71: 3rd operation cylinder 72: variable operation plate 100: integrated control system

The present invention relates to a method for purifying contaminated river water using the law of material grabbing action and material preservation instinct generated by a rotating control gate and a comprehensive control system for controlling the rotation thereof, and more particularly, when the rotating gate is closed. In addition to improving the exponential performance with the bottom part, it is possible to secure a larger reservoir space, and when the water gate is lifted for opening, it is possible to purify the contaminated river water by discharging the lower layer water from the space between the gate and the housing. I would have to.

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 to be provided with a separate device to improve water quality. Of course, the water purification area is very limited, there was a weak point to improve the water quality 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.

Due to this action, clean water with heavy specific gravity flows in the lower layer of the river water, and polluted water with light specific gravity flows in the state of herpes at the upper layer of the 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 is further aggravated by the deterioration of contamination by "agglomeration", which combines with other pollutants 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, and the waters forming the river water are pushed to the upper part of the clean water with heavy gravity and then to the upper layer. Through the lower part, it tries to escape 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. 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 also constitute a dam in this way, so that there is absolutely no 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 that have a high specific gravity by pushing out these light waters and exiting the material first are pushed by clean waters that are heavy, and remain stagnant inside the water gate. In the state of absolutely failing to escape to the downstream part, the contaminated materials are bundled together and the contamination is further aggravated by the condensation of materials and the conjugation of materials that combine to create another material. By confining water using submerged beams that discharge the influent to the upper part by these actions, the condensation and condensation of the contaminants and water molecules are generated while confining the water inside the reservoir system. There are significant problems in that contamination is rather aggravated by material binding action.

The following describes the "law of substance conservation instinct".

All matters are rejected and pushed away if other foreign matter penetrates into the material structure of the material by the natural property of the material by the structural property of the material. Or the action of trying to escape from the substance or contaminants to permanently preserve the pure structure of the substance is defined as "law of the substance conservation instinct" in the present invention.

The following describes the "substance rejection action" caused by the "law of substance conservation instinct".

When all substances enter the water, they are diluted with the substances mixed in the water, and the aggregation of substances that add water pollution is not exerted from the beginning, but the structures of pure water molecules are bound directly by the substance rejection action that rejects the pollutants. In other words, it rejects the agglomeration effect of substances and substances, and after a certain period of time, pollutants are released by natural reactions such as dissolved oxygen, solar heat, microorganisms and osmotic pressure. It gradually combines with water molecules and transforms into contaminants. As these substances are decomposed naturally, the particles generated by natural decomposition are combined with other substances, which increases the pollution of water. This is caused by the active green algae and the red tide occurring in the sea. will be. A substance called a terrestrial animal is a by-product produced by the aggregation of organic and inorganic substances.

The following describes mass decomposition, mass binding and mass flotation. The pure molecules of water react to try not to combine with other substances due to substance rejection caused by the "law of substance preservation instinct" to maintain pure water molecules. They are bound by mass-binding action that binds to molecules and at the same time become heavy, and decompose by the natural decomposition that occurs naturally while sitting on the bottom layer of the river. A repetitive action occurs in which the material binds to the water molecules and some of the pollutants coming from the upstream.

Contaminants contained in water molecules change into microparticles by self-decomposing self-decomposition, and then repeatedly bind to other contaminants while exerting repetitive flotation, which moves to the upper layer of the reservoir. The water molecules bound by are repeatedly bonded to become heavy at the same time as they are bound and sink to the bottom of the reservoir, increasing the pollution of the river water. They are called "mass decomposition", "material binding" and " Material injury action ".

The following defines the "material decomposition" and "material binding".

Even though all materials are lighter or heavier than water, they are gradually worn out as the sharp parts of water molecules come into contact with the materials by the pressure generated by the water pressure when they enter the water. The substances begin to decompose spontaneously, at which time the particles of the decomposed substances are bound together between the substances and the substances by the viscous force contained in the particulates, that is, the magnetic force and the viscous and magnetic forces contained in the decomposed particulates from another substance. This is the material binding action. Particles generated by decomposition of materials naturally have viscous and magnetic forces because water tension naturally occurs due to surface tension as they move and wear over hundreds of millions of times. .

The new materials produced by the material binding action generated through this process are heavier than the specific gravity of water, so that the material bonds and settles down to the reservoir where it is stored.

At this time, a large amount of material binding action is generated by a continuous action in which material decomposition takes place again through a continuous process in which materials contained in the sedimentation sludge are decomposed again. Phenomenon and red tide occur. The cold rust produced by iron rust is the fine particles of the material decomposed by water molecules, and these particles combine with other particles to produce other materials.

Organic matters, inorganic matters, phosphorus and nitrogen contained in water are transformed into fine particles through the action of oxygen, microorganisms, solar heat and the natural decomposition of water molecules. As the material binds, it turns into heavier particles than water.

However, when the water flowing down from the upstream to the reservoir where water is stored is discharged according to the inherent mass of the material due to the laminar flow acting according to the law of material grabbing and specific gravity, Because the binding action is not made because the pollution is not aggravated, rather the contaminated water quality is to be purified to naturally purify.

Therefore, if the water is confined to a certain place for a long time, the contamination is further increased by the material decomposition and material binding action, so that the water stored in the reservoir space is discharged through the sluice and refilled with new water. It is the best way to prevent water, and also to discharge the water in the reservoir, discharge it to the lower part of the gate and discharge the pollutants such as sedimentation sludge which are aggregated by the material binding action, In addition to the method of purifying water by the principle of action, material flotation action, etc., it is most desirable to discharge the water to the upper part of the sluice to remove and remove polluted substances having a light weight on the upper part of the water.

However, in the case of general floodgates, the support shaft of the floodgates is fixed to the lower or upper side of the support structure so that the water stored in the reservoir space is discharged to the top or bottom of the floodgates only when the floodgates are opened. There is a limit to this, and in the state that the water gate is closed, the water stored in the reservoir is forced to stagnate, so that the water quality is suddenly contaminated, such as the generation of sedimentation sludge due to agglomeration of matter. Even if it tries to move upstream, the passage is closed, causing the ecosystem to be destroyed.

In addition, there is a rotatable sluice consisting of a half-moon-type sluice plate and two side plates formed at right angles to both sides thereof, but a power means for driving the sluice is usually a drive motor, a reduction gear group or an operation cylinder, a multi-stage link, a connecting rod, Since the power transmission mechanism is very complicated, it has a lot of energy loss as well as a high possibility of error, and the power means for providing power to the gate and the transmission means are directly connected to the rotating shafts formed on both sides of the gate. Because it is located in position, it is inevitably to be in direct contact with the water stored in the reservoir and the foreign matter contained in the water.

In addition, in the state in which the rotatable floodgate is closed, water stored in the reservoir is stagnated like the general floodgate described above, thereby accelerating pollution of the water, as well as closing the fish passage and destroying the ecosystem. I was doing.

In view of this, the present applicant in patent application No. 2006-118946, withdraws the operation link from the rotating shaft of the rotating hydrology, respectively, fixing the operation cylinder on the upper part of the sealed space between the support structure and the housing, and operating with the piston rod end of the operation cylinder Each end of the linking member such as a chain is connected between the leading end of the link, and the chain is configured to pass through a support roller directly above the actuating link, so that the power transmission system is provided with a minimum of components such as an actuating cylinder, a chain, and an actuating link. Energy loss is minimized, and there is no possibility of error, and even if a leak occurs, water and working cylinder do not come in direct contact to improve the reliability of the opening and closing operation of the gate, and a discharge passage is formed inside the gate. Even when the water gate is closed, the water in the reservoir is discharged so that the low water level is always It also disclosed a method of constructing a rotating gate that purifies the contaminated river water that can purify the water quality as well as maintaining the water in the reservoir.

However, according to the construction method of the rotating gate to purify the contaminated river water according to the patent application No. 2006-118946, there is no problem in the rotational operation of the gate, the packing between the gate and the bottom of the housing when closing the gate If it is not made properly, water leakage will occur. In the closed state of the gate, the rounded sidewall part of the gate is located at the lowered part of the housing. It was a disadvantage.

In addition, the space between the bottom of the housing and the bottom of the water gate can be pulled out as much as possible, so that the lower water of the reservoir can be discharged a little, but the discharge space is very narrow. .

In addition, in the case of Utility Model Registration No. 0179171 and 0179180 invented by the present applicant, the water gate is opened by using a control system that is simply operated. Because of the large area occupied by the inside, there is a drawback that may cause flooding.

The present invention has been proposed in view of the above points, and the sluice plate and both side plates of the sluice are asymmetrically configured such that the drainage side is longer, and the packing member is fixed to the outside thereof, and the operation link is drawn out from the rotation shaft of the sluice. Each chain connected with two working cylinders is connected to each other, or the operating link is pulled out from the rotary shaft and the chain connected to the first operating cylinder is connected thereto, and the pressing plate is drawn out from the position next to the operating link position of the rotary shaft, It is fitted with a ring-shaped slider that is fixed to the supporting plate and the operation plate in the shape of “V”. The second operation cylinder is rotatably fixed to the operation plate to open and close the waterway while rotating the water gate by 270 ° according to the operation of each operation cylinder. In this case, when the water gate is closed, the packing member comes into close contact with the bottom of the housing and exhibits exponential characteristics. Since the sluice plate and the side plate boundary of the sluice are located above the bottom of the housing, it is possible to secure a larger reservoir space than the sluice rounded below the bottom of the housing. Law of material ingestion and material preservation instinct generated by rotary water gate that can purify polluted river water as it is discharged between water gate and bottom of housing as soon as it is lifted up and comprehensive control system to control its rotation To provide a method for purifying polluted river water using.

If the water is confined by using the top discharge type gate that discharges the water flowing from the stream to the upper part, the pollution of the water is increased by the material scraping action and the material binding action. The present invention seeks to address these drawbacks.

Tens of thousands of substances are contained in the water, which can be classified into inorganic and organic particulates. The particulates are decomposed by frictional action when they are brought into contact with each other. Other particles are produced, and the particles produced in this process sink to the bottom of the stream, transforming them into particles that are heavier than the weight of water as the material bonds with other inorganic and organic particulates. Water pollution is aggravated by the action, and this action is a material binding action, and this is what happens.

In addition, even if there is no oxygen contained in the water, the friction between the fine particles contained in the water occurs, the material contained in the water is naturally decomposed, the action is the material friction action.

By this material friction action, the fine particles contained in the water are decomposed even more finely.

The material that is decomposed by the mass decomposition action is settled inside the top discharge water storage device as it becomes a substance that is heavier than the specific gravity of the water as the material aggregation action that materially combines with other particles contained in the water. .

In addition, the principle that water confined by material cutting is further contaminated is explained.

If water is trapped inside the water storage device, such as the upper drainage gate or rubber dam, the specific gravity of water confined in water is heavier than the specific gravity of water due to the material binding action of the inorganic and organic particles contained in the water. As it is changed to a true state, organic material river water that flows in from the upstream of the river is stored in the inside of the sluice, so that the gravity does not penetrate into the heavy water but passes through the surface of the water. As it escapes to the downstream of the stream, it will increase the pollution of the water.

In other words, the water trapped inside the reservoir remains stagnant, but the water flowing down from the upstream of the stream flows through the upper end of the reservoir as it flows through the upper end of the stagnant reservoir because of the high flow rate. This prevents them from mixing with the reservoirs.

This action is the material cutting action.

In addition, when water is confined using concrete submerged beams, top discharge gates, and top discharge rubber dams, the contamination of the water is aggravated because the water that cannot be mixed with the water flowing from the upstream is left aside. First, the sedimentation sludge storage device generated by the material collapsing action, the material friction action between the fine particles contained in the stored water, and the material binding action that unites or combines the decomposed materials again and again together It is continuously stacked inside the cell and at the same time ① natural decomposition by dissolved oxygen in water ② decomposition by microorganisms ③ decomposition by the friction effect of particles and fine particles ④ Natural decomposition that is decomposed by solar heat and ⑤ aquifer The sedimentary sludges are naturally decomposed by the decomposition of substances decomposed by friction, ⑥ decomposing by osmotic action, ⑦ decomposing by gravity, and ⑧ decomposing by capillary action. As a result of generating other fine particles, water contamination is further increased by continuously generating another fine particles by mass friction, mass decomposition, material binding, and mass aggregation.

In addition, the bottom water discharge device is installed in a part of the rubber dam to discharge a part of the river water, or a siphon passage is installed in the part of the conductive water gate to discharge the inflow water from the upstream of the stream. When the water is confined using the water storage device of the contaminated water, the contaminated water confined in the water storage device is more active in the condensation water by mass cutting action. As it is done, more and more pollution is added.

In other words, waters that are heavy due to the heavy gravity of water, which are separated by light weights, are pushed out first, and the water is contaminated because the binding of water is more active. When a stone is thrown into the water, the principle of pushing out the water and sinking is the material cutting action.

The following explains the principles by which polluted water naturally survives.

Water contains about 60,000 kinds of substances, and all the substances in them have their own mass, and the mass of herpes in the stored water differs according to the mass.

That is, the layers occupy different materials, which is called laminar flow.

Even the same nitrogenous component and phosphorus component have different layers of herpes depending on the size at which the particles are decomposed.

In other words, it is because of the force of gravity that a substance with a specific gravity of 0.99999998 never penetrates into a substance with a specific gravity of 1 or a substance with a specific gravity of 0.99999999. This is the same principle that oil floats on water.

 This is because of Corio's force, or gravity.

When water is stored using the bottom discharge type water storage device, which maintains laminar flow by gravity, it is caused by viscous force that aggregates or combines pollutants with different specific gravity and water molecules. This does not cause agglomeration of substances and binding of substances, so that water pollution is not increased.

In other words, if the water is trapped by installing an upper discharge type storage device that discharges the river water flowing from the upstream of the river to the upper part of the water storage device, the material aggregation and material combination of water molecules and contaminants in water are aggregated. Actions increase water contamination, but confine the water using a bottom drainage reservoir configured to drain a large amount of water from the upstream of the stream through the bottom of the reservoir, the bottom of the bottom drainage. If it is kept, the influent flowing from the upstream of the stream can be discharged only as much as the inflow flowing through the lower part of the bottom discharge type storage device, so that the contamination of water is not aggravated and the particulates and particulates contained in the water are ① Natural decomposition by dissolved oxygen in water ② Decomposition by microorganisms ③ Substances caused by friction between fine particles and particulates ④ Degradation by natural heat ④ Natural decomposition by solar heat ⑤ Substances decomposed by friction of aquifers These actions, together with the decomposition process, ⑥ decomposes by osmotic action, ⑦ decomposes by gravity pressure, and ⑧ decomposes by capillary action. The microparticles decomposed by are moved to the upper part of the water stored by the action of gravity, and are further decomposed more and more by the eight natural purification actions such as above. The action of the "law of conservation of matter" in water is a natural Contaminated water, which is combined with water molecules or stuck inside the water molecules, is decomposed from the water molecules and moved to the upper part of the bottom drainage water storage device to be naturally decomposed and combined with the contaminated particles. In the clean state, the contaminated particulates are removed and the pure water is clean and the contaminated water is naturally purified as the natural circulation process is carried out downstream of the stream through the lower part of the bottom discharge reservoir. It will be.

  In order for these actions to occur continuously so that contaminated river water is naturally purified, it is desirable to install a multi-stage water storage system across the entire transverse shear plane of the stream and the entire longitudinal section of the stream.

Because of these causes and actions, water pollution is aggravated and polluted waters are raised. Therefore, water pollution is increased and polluted depending on whether the water is stored at the bottom or discharge at the top. The old water comes to life.

The present invention is to recognize the problems and to provide a method for the natural purification of contaminated river water by using a discharge method consisting of a more reliable hydrologic structure.

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

[First Embodiment]

1 is an exploded perspective view of a rotating gate according to a first embodiment of the present invention, Figure 2 is a detailed view of the portion A of Figure 1, Figure 3 is a front sectional view of the rotating gate according to the first embodiment of the present invention, Figure 4 is a side cross-sectional view at the time of opening the rotating gate according to the first embodiment of the present invention, Figure 5 is a side cross-sectional view at the maximum rise of the rotating gate according to the first embodiment of the present invention, Figure 6 is 1 is a side cross-sectional view when the rotational door is closed according to the first embodiment, and FIG. 7 is a side cross-sectional view during the opening operation of the rotational door according to the first embodiment of the present invention.

As shown, the waterway 11 is formed between the two support structures 10, the rotating door according to the first embodiment of the present invention, the housing 20 on the opposite surface of the two support structures 10, respectively The sealing space 12 is formed between the housing 20 and the support structure 10, and both side plates 32 and both side plates formed at right angles to both ends of the arc-shaped hydrograph plate 31 and the hydrograph plate 31. The water gate 30 is constituted by the rotation shaft 33 drawn outward from the 32, and the rotation shaft 33 of the water gate 30 is inserted into the shaft hole 21 formed in each housing 20.

In this rotational gate, the sluice plate 31 and both side plates 32 in the open position of the sluice 30 are formed asymmetrically longer than the reservoir side around the rotation axis 33, while the sluice plate 31 ) And the shock absorbing packing member 40 is fixed to the outer side of the drainage side boundary portion of both side plates 32 continuously in the longitudinal direction of the sluice 30.

In addition, the operation link 34 is drawn out to the water storage side at the sealed space position of the rotary shaft 33, and the first operation cylinder 51 is installed at the upper water storage side of the sealed space 12, and the operation link 34 is directly connected. A supporting roller 52 is rotatably installed at a position parallel to the upper first operating cylinder, and the support roller 52 and the operating link are connected via the rotating shaft 33 from the piston rod end of the first operating cylinder 51. It is connected to the chain 53 constituted at the distal end of the 34, the pressing plate 35 is pulled out from the side of the operating link position side of the rotary shaft 33 in the opposite direction of the operating link pull-out direction, and is smooth outside the position of the pressing plate 35. A ring-shaped slider 64 in which the support plate 62 and the operation plate 63 are fixed is inserted in a “V” shape having one inclination, and the piston rod of the second operation cylinder 61 is inserted into the operation plate 63. The tip is rotatably fixed.

In this case, in the first embodiment of the present invention, the chain 53 is applied, but it is apparent that various connection members such as ropes and wires may be used in addition to the chain 53.

In addition, the operation groove 65 is formed so that the pressing plate 35 can be rotated without interference when the water gate 30 rotates from the opposite side of the support plate of the slider 64 to the support plate 62 via the operation plate 63. The rotary shaft 33 is in close contact with the inner surface of the housing 20 to fix the filling absorbing packing plate 36 between the shaft hole 21 and the rotary shaft 33 of the housing 20, respectively, and the bottom of the housing 20. The drain side of the portion is formed to be rounded downward to be in sliding contact with the arc-shaped sluice plate 31.

In addition, two operation links 34 are drawn out from the rotation shaft 33 in the same direction, and the connecting rods 37 are fixed in the horizontal direction between the distal ends thereof, and the chain 53 is rotatably fixed to the connecting rods 37. do.

Reference numeral 38 in the drawings represents a support for supporting the rotating shaft 33 in the closed space 12, such a support 38 can be configured in a variety of shapes, so the illustration is omitted in FIG. In addition, reference numeral 39 in the drawing represents a guide formed to prevent the chain 53 from being separated when the chain 53 is returned to the rotation axis.

In this configuration, the first second operation cylinder 61 is contracted as much as possible so that the first operation cylinder 51 in a state in which the support plate 62 and the operation plate 63 form a "V" shape having a gentle inclination. When the maximum extension of the chain 53 is connected to the piston rod of the first operating cylinder (51) is released as much as possible, the sluice 30 is rotated by its own weight so that the sluice plate 31 of the sluice 30 is the housing 20 ) Close to the rounded portion in the bottom direction of the bottom portion is in a state that the water gate 30 is completely open.

When the water gate 30 is opened, the upper surface of the water gate plate 31 is in a horizontal state, and the rounded side of the water gate plate 31 is in close contact with the rounded portion in the downward direction of the bottom of the housing 20, and thus the water storage space. Water can be smoothly discharged to the upper surface of the sluice plate 31 of the sluice 30, the foreign matter is not caught between the housing 20 and the sluice 30 during the discharge of the water.

When the first operation cylinder 51 is contracted while the water gate 30 is open, the chain 53 is pulled, and the operation link 34, the rotation shaft 33, the both side plates 32, and the water plate 31 ) Will begin to rotate counterclockwise.

As described above, when the water gate 30 is rotated in the counterclockwise direction and then rotated 180 ° from the state in which the water gate plate 31 is open, the water gate 30 is counterclockwise due to the weight of the water gate plate 31. It can be sharply rotated and fall (strictly speaking, the water gate according to the present invention is asymmetrical and starts to fall from less than 180 °), and thus, when the water gate 30 falls at a rapid speed, the water gate 30, the housing ( 20), in order to prevent the support structure 10 from being damaged, in the first embodiment of the present invention, the pressing plate 35 is pulled out from the side of the operating link position of the rotary shaft 33 in the opposite direction to the operating link pull-out direction. , Outside the position of the pressing plate 35 is inserted into the ring-shaped slider 64 is fixed to the support plate 62 and the operating plate 63 in the shape of "V" in a gentle inclined form, the operating plate 63 2-piston of operating cylinder (61) The front end portion is rotatably fixed, and when the sluice plate 31 of the sluice 30 is first rotated about 180 °, that is, the sluice 30 rotates counterclockwise, and then the sluice plate ( When the 31 is in a horizontal state, the pressing plate 35 is rotated together with the rotary shaft 33 and placed on the support plate 62, and at the same time, a position sensor (not shown) connected to the integrated control system (not shown). It is detected that the water gate 30 is rotated by 180 ° through the) to slowly extend the second working cylinder 61 in accordance with the signal.

When the second operation cylinder 61 is gradually extended, the operation plate 63 is rotated while the slider 64 and the support plate 62 are rotated together, and a load is placed on the support plate 62 by the pressing plate 35. 30 is gradually rotated counterclockwise to ensure safety, and when the drain side side plate and both side plate boundary of the water gate 30 is in contact with the bottom of the housing 20 of the water gate 30 The rotation will stop.

At this time, the sluice gate 30 according to the present invention because the drainage side of the sluice plate 31 and both side plates 32 in the open position is formed asymmetrically longer than the reservoir side with respect to the rotation axis 33 the sluice gate 30 ) Is completely rotated at an angle of about 270 °, and the drainage side boundary portions of the sluice plate 31 and both side plates 32 contact the bottom of the housing 20 with the sluice plate 31 and the side plates 32 opened. 31 may be erected in a vertical direction so that the waterway 11 may be closed, and the packing member may be continuously formed in the longitudinal direction of the water gate 30 on the outer side of the drainage side boundary of the water gate plate 31 and both side plates 32. Since 40 is fixed, the packing member 40 is completely packed while absorbing the shock generated between the water gate 30 and the housing 20.

In addition, the bottom part of the housing 20 in contact with the drainage side boundary portion of the sluice plate 31 and both side plates 32 is in a position parallel to the upper surface of the sluice plate 31 when opening the sluice 30 patent application Compared to No. 2006-118946, the water can be made as much as the length of the drainage side asymmetrically increased about the rotating shaft 33 and the height of the drainage side rounded downward from the bottom of the housing 20. And, the structure that can secure a larger storage space as the sum of the thickness of the packing member 40 installed between the water gate 30 and the bottom of the housing 20 is completed.

When the first operating cylinder 51 is extended and the second operating cylinder 61 is contracted at the same time as opposed to the closed state of the water gate 30, the water gate 30 starts to rotate in the clockwise direction as opposed to the closing state. A space is generated between the sluice gate 30 and the bottom of the housing 20 so that the lower layer water of the reservoir is discharged through the space, and foreign substances such as sedimentary sludge deposited on the bottom of the stream are discharged like the river water. Acceleration, material scavenging, material releasing, and material flotation occur naturally, resulting in the purification of contaminated water.

Continued elongation of the first actuating cylinder 51 and at the same time the second actuating cylinder 61 continues to contract, the water gate 30 is rotated about the rotation axis 33, the rotation angle is 90 ° from the closing Even though the center of gravity of the water gate 30 is in the direction of closing, the second operation cylinder 61 is contracted as much as possible until the center of gravity of the water gate 30 is in the direction of opening.

However, when the center of gravity of the water gate 30 is moved in the open direction, as in the closing of the water gate 30, the water gate 30 may suddenly rotate clockwise due to the weight of the water gate plate 31 to fall. Therefore, when the water gate 30 is rotated so that the water gate plate 31 becomes horizontal so as to prevent this, the water gate 30 is sensed through an upper saliva detection sensor (not shown) connected to the integrated control system (not shown) and according to the signal. By lowering the extension speed of the first operating cylinder 51, the rotational speed of the water gate 30 is artificially reduced, so that the water gate 30 can be safely opened.

In addition, the second operating cylinder 61, which has been contracted as much as possible, is stretched slightly to stand by in a state where it is returned to the initial state.

In order to operate using this type of water gate, a comprehensive control (not shown) combined with a computer system is required, and the integrated control system configured at this time can gradually discharge the influent from the upstream of the stream. By adjusting the water gate so that only the quantity of water flowing through the lower part of the water can be sequentially discharged, the polluted water can be naturally purified.

At the top of the support plate and the operating plate to be applied to the present invention can be provided with a shock absorber that can absorb the shock, it is natural that such a design change is within the scope of the present invention.

Second Embodiment

8 is an exploded perspective view of a rotating gate according to a second embodiment of the present invention, Figure 9 is a front sectional view of a rotating gate according to a second embodiment of the present invention, Figure 10 is a second embodiment of the present invention Figure 11 is a side cross-sectional view when opening the rotating door, Figure 11 is a side cross-sectional view when closing the rotating door according to a second embodiment of the present invention, Figure 12 is a side cross-sectional view when opening the lower end of the rotating door according to a second embodiment of the present invention to be.

As shown, the waterway 11 according to the second embodiment of the present invention is a channel 11 is formed between the two support structures 10, as in the first embodiment of the present invention, The opposing surface is covered with a housing 20 so that a sealed space 12 is formed between the housing 20 and the support structure 10, and is formed at right angles at both ends of the arc-shaped hydrograph plate 31 and the hydrograph plate 31. The water gate 30 is composed of both the side plates 32 and the rotating shaft 33 drawn out from both side plates 32, the shaft hole 21 of the rotating shaft 33 of the water gate 30 is formed in each housing 20 Is inserted into the

In this rotational gate, the sluice plate 31 and both side plates 32 in the open position of the sluice 30 are formed asymmetrically longer than the reservoir side around the rotation axis 33, while the sluice plate 31 ) And the packing member 40 is fixed to the outside of the drainage side boundary portion of both side plates 32 in the longitudinal direction of the water gate 30.

In addition, the operation link 34 is drawn out to the water storage side in the sealed space position of the rotary shaft 33, and the first operating cylinder 51 and the second operating cylinder 61 are respectively installed on both upper sides of the sealed space 12, The first support roller 52 ′ and the second support roller 52 ″ are rotatably installed at positions parallel to the operation cylinders 51 and 61 at the upper portion of the operation link 34, respectively. 30) The first end of the actuating link 34 via the first support roller 52 'and the rotating shaft 33 from the piston rod end of the first actuating cylinder 51 positioned on the water storage side with respect to the position. The chain 53 'is connected to the operation link 34 via the second support roller 52 "from the piston rod end of the second operation cylinder 61 positioned on the drainage side with respect to the position of the water gate 30. The second chain (53 ") is connected to the tip end of the).

In this case, in the second embodiment of the present invention, the first chain 53 ′ and the second chain 53 ″ are applied, but in addition to the chains 53 ′ and 53 ″, various connection members such as ropes and wires are used. It is obvious that can be used.

In addition, the packing shaft 36 which is in close contact with the inner surface of the housing 20 to absorb the shock generated between the shaft hole 21 and the rotating shaft 33 of the housing 20 is fixed to the rotary shaft 33, respectively, the housing The drainage side of the bottom of the 20 is formed to be rounded downward to be in sliding contact with the arc-shaped watermark plate 31.

In addition, a plurality of operating links 34 are drawn out from the rotation shaft 33 in the same direction so that the first chain 53 'and the second chain 53 "do not interfere with each other during the rotation of the water gate 30. The connecting rod 37 is fixed in the horizontal direction between the tip of the operation link 34 so that the first chain 53 'is rotatably fixed to the adjacent hydrologic plate of the connecting rod 37, and the second chain 53 " Is rotatably fixed to an adjacent portion of the support structure of the connecting rod 37, and each of the operation cylinders 51 and 61 and the respective support rollers 52 'according to the positions of the respective chains 53' and 53 "( 52 ") are positioned so as not to interfere with each other.

Of course, the first operation cylinder 51, the first support roller 52 'and the first chain 53' and the second operation cylinder 61, the second support roller 52 ", the second chain 53 Obviously, the installation positions of ") may be reversed.

Reference numeral 38 in the drawings represents a support for supporting the rotating shaft 33 in the sealed space 12, such a support 38 can be configured in a variety of shapes, so a detailed illustration is omitted in FIG. In addition, reference numeral 39 in the drawing represents a guide formed to prevent the departure of the first chain 53 'when the first chain 53' passes through the rotation shaft 33.

The hydrology configured as described above is operated by a comprehensive control system, and the hydrology combined with the comprehensive control system extends the first first operation cylinder 51 as much as possible, and the second operation cylinder 61 contracts as much as possible, so that each operation cylinder 51 The first chain 53 'and the second chain 53 ", which are connected to the piston rod of 61, are released or pulled to make the operating link 34 almost horizontal, thereby The sluice plate 31 is in close contact with the rounded portion in the downward direction of the bottom of the housing 20, so that the sluice gate 30 is completely opened.

When the water gate 30 is opened, the upper surface of the water gate plate 31 is in a horizontal state, and the rounded side of the water gate plate 31 is in close contact with the rounded portion in the downward direction of the bottom of the housing 20, and thus the water storage space. Water may be discharged to the top of the sluice plate 31 of the sluice 30, the foreign matter is not caught between the housing 20 and the sluice 30 during the discharge of the water.

When the first actuating cylinder 51 is contracted and the second actuating cylinder 61 is extended while the water gate 30 is open, the first chain 53 'is pulled out and the second chain 53 "is pulled out. As the silver is released, the operation link 34 and the rotating shaft 33, and both side plates 32 and the sluice plate 31 begin to rotate counterclockwise.

As described above, from the time when the water gate 30 is rotated counterclockwise and the water plate 30 is rotated about 180 ° from the open state, the water gate 30 is counterclockwise due to the weight of the water plate 31. It can be sharply rotated and fall (strictly speaking, the water gate according to the present invention is asymmetrical and starts to fall from less than 180 °), and thus, when the water gate 30 falls at a rapid speed, the water gate 30 and the housing 20 and the support structure 10 may be damaged, so that when the sluice plate 31 of the sluice 30 is rotated about 180 ° while being initially opened, that is, the sluice 30 is counterclockwise. When the sluice plate 31 is rotated in the horizontal direction, it is detected by a position sensor (not shown) coupled with a comprehensive control system (not shown), and the second operation cylinder 61 is extended in accordance with the signal. By slowing down Thereby reducing the rotational speed of the sluice (30) artificially.

At this time, since the water gate according to the present invention is formed asymmetrically longer than the water storage side around the rotation axis of the drain plate 31 and both side plates 32 in the open position of the water gate 30 is about 270 ° When fully rotated at an angle, the water-side plate 31 and the side plate 32 are in contact with the bottom part of the housing 20 with the water-side plate 31 and both side plates 32 contacting the bottom of the housing 20 with respect to the opening of the water-gate 30 in the vertical direction. Since the waterway 11 can be closed by being erected, and the packing member 40 is fixed in the longitudinal direction of the water gate 30 on the outer side of the drainage side boundary of the water gate plate 31 and both side plates 32, The packing member 40 is a perfect packing between the water gate 30 and the housing 20.

In addition, the bottom part of the housing 20 in contact with the drainage side boundary portion of the sluice plate 31 and both side plates 32 is in a position parallel to the upper surface of the sluice plate 31 when opening the sluice 30 patent application Compared to No. 2006-118946, the length of the drainage side asymmetrically formed about the rotation axis 33, the height of the drainage side rounded downward from the bottom of the housing 20, and the water gate 30 And the bottom of the housing 20, the thickness of the packing member 40 and the storage height as the increase in the height of the water gate will be a structure that can be secured even larger.

When the first operating cylinder 51 is extended and the second operating cylinder 61 is contracted at the same time as opposed to the closed state of the water gate 30, the water gate 30 starts to rotate in the clockwise direction as opposed to the closing state. A space is generated between the sluice gate 30 and the bottom of the housing 20 so that the lower layer water of the reservoir is discharged through the space, and foreign substances such as sedimentary sludge deposited on the bottom of the stream are discharged like the river water. The structure that allows the polluted water to be naturally purified by the acceleration action, the material scavenging phenomenon, the material removal action and the material flotation action is completed.

If the first operating cylinder 51 is continuously extended and at the same time the second operating cylinder 61 is continuously contracted, the water gate 30 is rotated about the rotation axis 33, and the rotation angle is 90 ° from the closing time. When the water gate 30 is rapidly rotated clockwise due to the weight of the water gate plate 31 can fall, so that the water gate 30 is rotated to prevent this, the water plate 31 is in a horizontal state If this is detected through a position sensor (not shown) coupled with the integrated control system to reduce the rotational speed of the water gate 30 artificially by slowing the extension speed of the first operation cylinder 51 according to the signal safely The sluice gate 30 can be opened.

In addition, in the second embodiment of the present invention, there is a difference in the vertical height between the first operating cylinder 51 and the first supporting roller 52 'and the second operating cylinder 61 and the second supporting roller 52'. Although shown by way of example, the heights of the respective working cylinders 51, 61 and the supporting rollers 52 ', 52 "are within the enclosed space 12 between the housing 20 and the supporting structure 10. Since it is possible to install by changing the height more than 1/2 or anywhere, do not change the installation position or place any special restrictions on the installation height.

In addition, in each embodiment of the present invention, but the lower end portion of the sluice plate 31 is made to be horizontal as the upper surface as an example, it may be formed continuously with the same curvature as the rounded portions of both sides of the sluice plate 31, such deformation It is a matter of course that the disclosed embodiments fall within the scope of the present invention.

In addition, by installing the river water purification hydrology having a configuration according to each embodiment of the present invention in a multi-stage on the inclined portion of the river, the natural water quality to work while exiting the lower end of the water gate 30 is installed in multiple stages It may be configured to be more effectively purified by the actions, it is obvious that such modified embodiments are also within the scope of the present invention.

Third Embodiment

FIG. 13 is a side cross-sectional view when the rotary door is closed according to the third embodiment of the present invention, and FIG. 14 is a side cross-sectional view when the lower floor water is discharged in a closed state of the rotary door according to the third embodiment of the present invention. 15 is a side cross-sectional view when opening the rotating gate according to the third embodiment of the present invention.

The third embodiment of the present invention is configured to purify the contaminated river water by discharging the lower layer water in the reservoir space without manipulating the water gate 30 in a state where the water gate 30 is closed, and the inside of the housing 20 The variable operating plate installed on the water storage side to expand and contract the third operation cylinder 71 to the discharge side, and in the middle of the rounded portion in the bottom direction of the bottom of the housing 20 in accordance with the expansion and contraction of the third operation cylinder 71 ( 72) is fixed to the tip of the piston rod of the third operating cylinder (71). The rest of the configuration is the same as in the first or second embodiment of the present invention.

In the drawings, for the sake of convenience, the third embodiment is applied to the rotating gate according to the second embodiment of the present invention.

When the water gate 30 is closed in this configuration, the third operation cylinder 71 is extended to remove the variable operation plate 72 from the housing 20 and the packing attached to the water gate 30 on the upper surface thereof. By making the member 40 contact, it is possible to prevent the water in the reservoir space from leaking.

However, in the first embodiment or the second embodiment of the present invention, inseparable first operation cylinders 51 and second operation cylinders 61 are discharged in order to discharge the lower layer water in the storage space while the water gate 30 is closed. Since it was necessary to drive the water gate 30, as much fuel or power consumption was required as the corresponding. In the third embodiment of the present invention, even when the water gate 30 is closed as described above, When the third operation cylinder 71 is contracted while the water gate 30 is closed, the variable operation plate 72 fixed to the end of the piston rod is retracted and the housing 20 is discharged. ), And the water gate 30 is maintained through the connecting member such as the first operating cylinder 51, the second operating cylinder 61, and the chain, so that the water gate 30 and the housing ( Space occurs between 20) Under these spaces, the subsurface water of the reservoir can be discharged, and by this action, foreign substances such as sedimentation sludge deposited on the bottom of the stream can escape like the river water, causing material acceleration, material scavenging, material desorption, Contaminated water quality can be purified by material flotation.

Of course, when the water gate 30 is rotated to the open position again when the water gate 30 is closed, the third operation cylinder 71 is extended to draw out the variable operation plate 72 to the outside of the housing 21. The front end portion may be in close contact with the arc-shaped side wall of the sluice plate 31 to prevent foreign matter from being caught between the sluice 30 and the variable operating plate 72.

In addition, in the third embodiment of the present invention, the variable operation plate 72 is lifted through the cylinder method as an example. By virtue of being able to linearly reciprocate the variable operating plate 72, this modified embodiment is naturally within the scope of the present invention.

In addition, although the packing structure between the housing 20 and the variable operating plate 72 has not been described in the third embodiment of the present invention, regardless of the appearance of the variable operating plate 72, the variable operating plate entrance and exit of the housing 20 may be used. And a flexible packing member may be provided around the entrance and exit of the variable operation plate of the housing 20 so that the packing can be always made between the variable operation plate 72 and the housing 20 and the variable operation plate 72. Any configuration may be applicable as long as it can be packed to prevent leakage. In addition, these embodiments are naturally within the scope of the present invention.

In addition, the structure of the base plate and the operating plate applied to the present invention is different in shape or position, or the configuration of the change in the operation order is possible as many modifications can be made by those skilled in the art it is natural that these design changes should be punished immediately.

In addition, it can be configured to replace the function by using another form of shape to show the function of the support plate and the operating plate applied to the present invention, it is natural that the modification of the function also falls within the scope of the present invention.

In addition, it is natural that such a design change also falls within the scope of the present invention because the pulling or contracting device configured as a cylinder can be configured by using a variable shrinking member such as a reducer.

In addition, the structure of the integrated control system can be configured to properly operate the water gate of the present invention by applying the program to the drive system combined with the water gate applied to the present invention to the structure of the control system that is known and used. It is natural that the control system combined with the structure of the hydrology applied to the present invention to smoothly operate the hydrology applied to the present invention shall fall within the scope of the present invention.

As described above, in the present invention, the sluice is combined with the total control system, and the sluice combined with the total control system is formed asymmetrically with a longer length of the drain side about its axis of rotation, and is packed outside the drain side. The member is fixed, and the water gate of this structure is interlocked with two working cylinders to rotate the waterway while rotating at an angle of about 270 °. Therefore, when the water gate is opened, the water plate and the bottom plate of the housing are horizontal to discharge the water smoothly. Of course, when foreign matter does not get caught between the water gate and the housing, closing the water gate completely closes the water gate and the housing by the packing member, which prevents water leakage and increases asymmetry around the rotating shaft. And the height of the drainage side which is rounded downward from the bottom of the housing, As the sum of the thicknesses of the packing members sandwiched between the water gate and the bottom of the housing, the storage space can be more secured.

In addition, when the water gate is closed for a little while to open, the lower water in the reservoir can be discharged through the space between the water gate and the housing, so that the polluted substances contained in the river water are naturally purified. “And“ Material Scavenging ”,“ The Law of Conservation Instinct ”and“ Agglomeration ”and“ Material Bonding ”,“ Material Rejection ”and“ Material Release ”and“ Material Decomposition ” Because it has the effect of purifying the purified river water, the polluted river water has a significant action effect that is purely purified.

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. .

In addition, even when the water gate is closed, the discharge passage formed inside the water gate can discharge the water in the reservoir space, so that the river water can be purified continuously and the water level can be maintained at an appropriate level. It is possible to move upstream through the discharge passage formed to restore or maintain the ecosystem.

In addition, by detecting this when the center of gravity of the gate crosses in the opposite direction, by reducing the extension speed of the working cylinder acting in the opposite direction, the rotational speed of the gate can be artificially lowered to ensure safety.

When the water is confined using the hydrologic gate of the present invention, which is configured to discharge a large amount of water flowing from the upstream of the river through the lower end of the hydrologic gate, only the inflow of the inflow from the upstream of the river is inflowed through the lower portion of the hydrologic gate. Since it can be discharged at all times, it does not increase the pollution of water, and the fine particles and fine particles contained in water are ① natural decomposition by dissolved oxygen in water and ② decomposition by microorganisms, ③ fine particles and Decomposition by the friction effect of the particles caused by the fine particles and ④ Natural decomposition by the solar heat ⑤ Decomposition by the frictional force of the aquifer and ⑥ Decomposition by the osmotic pressure ⑥ ⑧ decomposing by gravitation pressure and ⑧ Decomposition by the tube phenomenon is smaller than the existing microparticles contained in the water, and the microparticles decomposed by these actions are moved to the upper part of the water stored by the action of gravity again and again With the eight natural purifying actions such as this, the action of "fine law of material preservation" which tries to preserve the properties of the very clean water contained in the stream water at the same time as the action of finer decomposing continuously and contaminated The water is pushed to the upper part of the reservoir, and the "substrate indentation" that occurs away at the same time occurs naturally at the same time, so that contaminated substances, which are combined with or stuck inside the water molecules, are released from the water molecules to the upper part of the water gate. It is naturally decomposed again and contaminated through the moving circulation process. The pure water that is reduced to the very clean state in which the contaminated microparticles are separated from the contaminated microparticles is transported downstream of the stream through the lower end of the hydrologic gate applied to the present invention. The polluted water is naturally purified into clean water.

Claims (3)

A water channel 11 is formed between the support structures 10 and coupled to the integrated control system 100, and the housings 20 are respectively covered on opposite surfaces of the support structures 10. An enclosed space 12 is formed between the support structures 10, and both side plates 32 and both side plates 32 formed at right angles to both end portions of the arc-shaped sluice plate 31 and the sluice plate 31. The sluice gate 30 is composed of a rotation shaft 33 drawn outward from the outside, and the rotation shaft 33 is inserted into the shaft holes 21 formed in the respective housings 20, and a total control system for controlling the rotation thereof. In the method of purifying polluted river water using the law of material ingestion and material preservation instinct generated by The sluice coupled with the integrated control system 100 is the sluice plate 31 and both side plates 32 in the open position of the sluice 30 is more than the reservoir side of the drain side with respect to the rotation axis 33 Fixing the shock absorbing packing member 40 continuously in the longitudinal direction of the sluice gate 30 on an outer side of the drainage side boundary of the sluice plate 31 and the side plates 32 while being formed asymmetrically long; The operation link 34 is drawn out to the water storage side at the closed space position of the rotary shaft 33, and the first operation cylinder 51 is installed at the upper water storage side of the sealed space 12, and the operation link 34 The support roller 52 is rotatably installed at a position parallel to the first operation cylinder of the upper portion, and the support roller 52 and the rotation shaft 33 are moved from the end of the piston rod of the first operation cylinder 51. A connecting member is connected to the distal end of the actuating link 34 via the connecting member, and the pressing plate 35 is pulled out from the side of the actuating link position of the rotary shaft 33 in the direction opposite to the actuating link extraction direction, and the presser plate 35 The support plate 62 and the operation plate 63 are fixed to a "V" shape having a gentle inclination outside the position, and the support plate 35 can be rotated without interference when the water gate 30 is rotated. 62) through the operating plate 63 from the opposite position A ring-shaped slider 64 having an operating groove 65 formed therein up to the support plate 62 is inserted therein, and the operation plate 63 is rotatably fixed to the end of the piston rod of the second operation cylinder 61 to operate the respective cylinders. By the interlocking of the 51 and 62, the sluice 30 is rotated at an angle of about 270 degrees, and the rotating sluice is configured to open and close the waterway 11, and a substance generated by the integrated control system for adjusting its rotation. A method of purifying contaminated river water using the law of indentation and substance conservation instinct. A water channel 11 is formed between the two support structures 10 coupled to the integrated control system 100, and the housings 20 are respectively covered by opposing surfaces of the support structures 10. An enclosed space 12 is formed between the support structures 10, and both side plates 32 and both side plates 32 formed at right angles to both end portions of the arc-shaped sluice plate 31 and the sluice plate 31. The sluice gate 30 is composed of a rotation shaft 33 drawn outward from the outside, and the rotation shaft 33 is inserted into the shaft holes 21 formed in the respective housings 20, and a total control system for controlling the rotation thereof. In the method of purifying polluted river water using the law of material ingestion and material preservation instinct, In the open position of the sluice gate 30 combined with the integrated control system 100, the sluice plate 31 and both side plates 32 are asymmetrically longer than the reservoir side with its drainage side centered on the rotation axis 33. Fixing the packing member (40) continuously in the longitudinal direction of the sluice (30) on the outer side of the drainage side boundary of the sluice plate (31) and the both side plates (32); The operation link 34 is drawn out to the water storage side in the sealed space position of the rotary shaft 33, and the first operating cylinder 51 and the second operating cylinder 62 face each other on both sides of the upper portion of the sealed space 12. The first support roller 52 'and the second support roller 52 "are rotatably installed at positions parallel to each operation cylinder immediately above the operation link 34, respectively. By the first support roller 52 ′ and the rotating shaft 33 from the piston rod tip of the first operating cylinder 51 positioned on the water storage side with respect to the position of the water gate 30, the operating link ( The first support member is connected to the front end of 34, and the second support roller 52 " is moved from the piston rod front end of the second operation cylinder 61 positioned on the drainage side with respect to the position of the water gate 30. FIG. By connecting the second connecting member to the distal end of the operation link 34 via the By the interlocking operation of the respective operation cylinders 51 and 61, the sluice gate 30 is rotated at an angle of about 270 °, and the sluice gate configured to open and close the waterway 11 and a general control system for adjusting its rotation. A method of purifying contaminated river water using the law of material ingestion and material preservation instinct. The method according to claim 1 or 2, The third operation cylinder 71 is installed on the inner reservoir side of the housing 20 so as to expand and contract toward the discharge side, and the third operation cylinder 71 is disposed in the middle of the bottom portion of the housing 20 that is rounded downward. The variable operation plate 72 which is projected according to the expansion and contraction is fixed to the tip of the piston rod of the third operation cylinder 71 to store water even when the water gate 30 is closed according to the expansion and contraction of the third operation cylinder 71. Purifying polluted river water by using the law of material ingestion and material preservation instinct generated by the rotary gate and the integrated control system that controls the rotation of the water by discharging the bottom water of the space. Way.

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