KR20090038776A

KR20090038776A - Method to purify river water by principles of siphon

Info

Publication number: KR20090038776A
Application number: KR20070104259A
Authority: KR
Inventors: 한상관
Original assignee: 한상관
Priority date: 2007-10-16
Filing date: 2007-10-16
Publication date: 2009-04-21

Abstract

A method for purifying polluted river water by compounding a rubber dam and a siphon structure is provided to purifying water in a reservoir by ejecting the lower water of the reservoir to the outside of the rubber dam through the siphon path of the siphon structure with standing the rubber dam and the siphon structure. A rubber dam(20) is stood up by injecting air into the rubber dam and the siphon structure(30) is stood up with the rubber dam and the waterway(11) of a river is closed. The lower water stored in a reservoir is flowed through a water inlet(31). The lower water including accumulated sludge of the reservoir is ejected to the outside of the rubber dam through the siphon path(33) and a drain(32) of the siphon structure. The water of the reservoir is cleaned up.

Description

Method to purify water quality of polluted river water by combining rubber dam and siphon structure {Method to purify river water by principles of siphon}

The present invention relates to a method for purifying the water quality of contaminated river water by combining a rubber dam and a siphon structure, and more specifically, it is possible to discharge the subsurface water in the storage space by the siphon passage of the siphon structure even when the water channel is closed. It is possible to purify the water quality of the river water, and to improve the problems with the mechanical power unit by the rubber dam to make the opening and closing of the water channel stable.

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 describes the "material explosion" that increases water pollution.

Substances that undergo various kinds of chemical reactions are naturally introduced into the water. These unknown substances come into contact with other substances, and when the unique chemical components of the substance and the unknown chemical components meet, As it explodes, it creates a substance like tiny bubbles that rises above the water. That is, the fine droplets continuously occur in the beer glass because the fine particles and the fine particles contained in the beer are exploded to meet and continue to generate droplets.

Subsequent mass explosions occur in water, which are produced continuously by the tiny droplets due to the explosive mass of materials that meet and explode. When these explosions occur, another substance is formed by the combination of air bubbles and other fine particles contained in the water, and the generated fine particles have a specific gravity that is heavier than the molecular structure of the water. As it precipitates in the bottom layer of the water, it will increase the pollution of the water.

The following describes the "material friction action", "material decomposition action" and "material binding action".

All materials are lighter than water or heavier than the specific gravity of water, but the sharp part of the particles and other clean water molecules that make up the clean water molecules by the pressure generated by the action of gravity and the pressure of water upon entering the water. Particles of contaminants that are sandwiched between water molecules, while a continuous blow is naturally applied to the particles of contaminants sandwiched between water molecules when active contact is made with the sharp parts of the particles. As the gradual wear occurs, the presence of contaminant particulates itself wears off and the contaminated water is changed to clean water.

The natural purification of contaminated water by this action is defined as "natural water purification by material friction" and "academic term" is defined as sang kwan Hans action. When this action occurs, the polluted water is naturally purified, and the polluted substances are naturally decomposed without the action of oxygen.

In this process, the particles of incompletely decomposed materials are combined with pollutants and clean water by the viscous force contained in the particles, that is, the viscous force and magnetic force contained in the decomposed particles in another material. This action is "material binding action". The microparticles generated by the decomposition of materials naturally have viscous and magnetic forces due to the material frictional movement that causes the water molecules to move in an enormous motion inside the water, ie, to wear them and move them innumerably. Since the surface tension of the material occurs naturally and naturally occurs on the surface of the material, the viscous force to bond with the material and the magnetic force to attract the material are naturally strengthened. "Is defined.

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, the contaminants of sedimentation sludge generated at this time generate a large amount of fine particles again through a continuous process in which they are decomposed again by material friction action and another decomposition action. The contaminated water quality is naturally revived as the particles are combined and rubbed again. If this occurs continuously, green algae occurs on land and red tide occurs in the sea. .

All materials are decomposed by the material friction and other material decomposition actions exerted by the particles that make up the water molecules at the moment they enter the water.

For example, the sea rust produced by the decomposition of iron is finer particles having a lighter specific gravity than water molecules, and they are settled in the bed as the material binds to other particles decomposed by water molecules. The material that arises at the time is deposition.

All the organic, inorganic, phosphorus and nitrogen substances contained in the water convert the polluted water into clean water with heavy gravity through the process of material friction, the action of oxygen, microorganisms, solar heat and the natural decomposition of water molecules. As it is shrouded in the lower part of the reservoir, when it is discharged through the lower part of the water gate, that is, it produces only clean water continuously.

When the water flowing down from the upstream is discharged through the lower layer where water is stored, the material is possessed by the laminar flow which is naturally classified according to the difference of the specific gravity of the material according to the law of material grabbing and specific gravity. Since the location of herpes by the inherent mass is different, the material binding action is not performed, so that the pollution is not aggravated and the polluted water is naturally purified.

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 is always kept at the full water level and water flowing from the upstream through the lower part of the sluice gate. The method of frequent discharge is the best way to prevent the contamination of river water, and also by using the method of discharging the water in the reservoir through the lower part of the sluice, the material binding action of the substances contained in the water It discharges pollutants such as aggregated sewage sludge, and at the same time, it accelerates the material acceleration, material scavenging, material decomposition, material flotation, and naturally cleans the polluted water. A small amount of water that floats on top of the water by discharging some of the incoming water The materials and the number sikyeojum purifying contaminated by using a method that is diluted and stained with heavy clean water specific gravity is discharged through the bottom contact is the most preferred.

However, in the case of a general rubber dam, water is injected into the rubber dam to close the waterway, and air is drawn out of the rubber dam to lower the height of the rubber dam so that the water in the reservoir space is discharged. In one state, the water in the reservoir is stagnant and water pollution is accelerated by agglomeration of substances, and even though some of the air is removed from the rubber dam to reduce the height of the rubber dam, only the upper water in the reservoir is discharged beyond the rubber dam. Unless the rubber dam was completely in contact with the bottom of the channel, air could not be completely removed from the bottom of the reservoir where contaminants such as sludge were accumulated.

In addition, representative hydrologic gates are conductive hydrographs in which the support shaft is fixed to the lower part of the support structure to discharge the water of the reservoir space to the upper part of the water gate, and the support shaft is fixed to the upper part of the support structure to the water of the reservoir space to the lower part of the water gate. In the case of the conductive hydrology, like the rubber dam, it is impossible to discharge the lower layer of the reservoir unless the hydrology is completely conducted. In the case of the floating hydrology, the lower part of the hydrology Although it is possible to discharge the bottom layer of the reservoir, large foreign objects such as floods can damage the floodgates by hitting them.

In view of this, the present applicant has been able to prevent water pollution by discharging water, including sedimentary sludge at the bottom of the reservoir, by the siphon principle to the outside of the hydrologic gate without the need for opening the hydrologic gate in Registration Utility Model No. 320510. Automated floodgates have been disclosed using.

However, in the case of the automatic guard gate using the siphon principle, mechanical power means including a hydraulic cylinder are used, and thus, a lot of cost is required for the construction of the power means, and mechanical power means are very complicated, and thus a failure may occur. This is very large, and there is a disadvantage that can not operate the gate, especially if an unexpected power outage occurs.

The present invention has the advantage of the rubber dam, which does not require a mechanical driving device, almost no error occurs, and requires little facility cost, and the siphon hydrology which can purify the water quality of the river water by discharging the bottom water of the reservoir even when the water gate is closed. It is intended to provide a method of purifying the water quality of the river water by the siphon principle by combining the rubber dam and the siphon structure which can simultaneously obtain the advantages.

In order to solve this problem, the present invention is to install a rubber dam with the full width of the shear surface of the river on the upper portion of the base concrete block constructed across the river, and to rotate the siphon structure to the drainage side in the vicinity of the reservoir side of the rubber dam It is installed at an angle so that the siphon structure rises or conducts as air is injected into or taken out of the rubber dam so that the water can be discharged by the siphon passage of the siphon structure even though the water channel is closed through the rubber dam. It is possible to purify the air, and in case of flooding, the air is extracted from the rubber dam so that the siphon structure is also conducted to prevent the device from being damaged.

That is, the present invention to purify the water quality by discharging the foreign substances such as sedimentation sludge accumulated on the bottom of the river by discharging the bottom water of the reservoir space through the siphon passage even when the water channel is closed by injecting air into the rubber dam. .

Tens of thousands of substances are contained in the water, which can be divided into inorganic particulates and organic particulates. 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. Due to the change, the organic material river waters, which flow in the upstream of the river, are lightly stored in the water gate, do not penetrate into the heavy water, but pass through the surface of the water. As it escapes downstream of the river as it is, the pollution of the water is aggravated.

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 water using a bottom drainage reservoir configured to discharge a large amount of water from the upstream of the stream through the bottom of the reservoir, i.e., the bottom of the drainage sluice. In this case, the inflow of water from the upstream of the stream can be discharged only as much as the inflow of water flowing through the lower part of the bottom discharge type storage device, so that water pollution is not increased and 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 and the contaminated river water to be 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 above problems and to provide a method for naturally purifying polluted river water by using a method that can discharge the bottom water of the reservoir space even when the water channel is closed.

According to the present invention, the siphon structure is rotatably installed at a position close to the reservoir side of the rubber dam so that the rubber dam rises by injecting air into the rubber dam or the air is drawn out of the rubber dam so that the rubber dam is conducted. There is no need for a separate power means to drive the siphon structure, either standing up or conducting, and even when the rubber dam and the siphon structure are standing up, the lower water of the reservoir can be discharged to the outside of the rubber dam through the siphon passage of the siphon structure. It is possible to purify the water quality of the reservoir, as well as to separate pollutant molecules from clean water molecules by the material friction action and material separation action that occur naturally in the process of discharging through the siphon structure. Clean water molecules in the lower part of the river Pollutant molecules that escape at a rapid rate and are relatively light in weight are capable of purifying the water quality of the discharged river water by herpes to the upper part of the stream.

In addition, when the flood occurs, the rubber dam and the siphon structure are conducted together to be in close contact with the bottom of the water channel, thereby protecting the rubber dam and the siphon structure, and the siphon structure has a short length that does not come into contact with the folding part of the rubber dam. Therefore, even in all cities, the pressure is not applied to the folding part of the rubber dam, thereby extending the life of the rubber dam.

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

1 is a state diagram when standing siphon rubber dam according to the present invention, Figure 2 is a state diagram of the siphon rubber dam according to the present invention.

As shown, the siphon rubber dam according to the present invention, the foundation concrete block (1) is built across the river, the rubber dam 20 is installed on the front of the foundation concrete block 10 in the full width of the shear surface of the river The siphon structure 30 is rotatably installed while being inclined toward the drainage side to be in contact with the rubber dam 20 at a position close to the reservoir space side of the rubber dam 20, but the shape of the siphon structure 30 is internally defined. Pipes constructed by continuously butting in a hollow K-shaped shape are installed over the entire width of the shear surface of the river, and a water inlet 31 is formed at the lower portion of the water storage side of the siphon structure 30 continuously formed in the K-shaped shape and drained at the upper end thereof. Formation of the drain opening 32 to the side is to configure the end portion of the siphon passage 33 also serves as a protective space that protects the overlapping end portion of the rubber dam at the same time.

That is, the end portion of the siphon structure 30 is installed at the end portion of the siphon structure 30 when the rubber dam 2 and the siphon structure 30 are completely conducted along the rubber dam installed at the full width of the shear surface of the stream. The upper end of the drain port to be configured to protect the folded portion of the rubber dam 20, the opening and closing door 34 of the siphon structure 30, the opening and closing door 34 which is automatically opened and closed by water pressure in accordance with the rotation of the siphon structure (30). Install it.

Reference numeral 35 in the drawing represents a locking step for supporting the opening and closing door 34, and 11 represents a waterway.

When the rubber dam 20 rises by injecting air into the rubber dam 20 in the state configured as described above, the siphon structure 30 stands up by the rubber dam 20 to close the water channel 11 of the river to the reservoir. The water fills up.

At this time, the opening and closing door 34 of the siphon structure 30 opens the inlet 31 as the siphon structure 30 stands, and the lower water of the reservoir space is inside the siphon structure 30 through the inlet 31. Is discharged to the outside of the rubber dam 20 through the drain hole 32 through the siphon passage 33 formed of the inner space of the siphon structure 30, and contaminants such as sedimentation sludge are accumulated in the lower layer of the reservoir. During the discharge of the lower layer of water, pollutants such as sludge are discharged in the discharged water, thereby purifying the water quality of the reservoir.

At the same time, pollutant molecules are separated from pure water molecules by the material friction action and material separation action that occur naturally in the discharge process of the lower water of the reservoir, and the action of gravity and specific gravity By the action, clean water molecules can be deposited in the lower part of the stream and escape at a high speed, while relatively lighter pollutant molecules can be deposited in the upper part of the stream, which is discharged over the rubber dam 20 and flows down the stream. Water can be purified.

In addition, since the siphon structure 30 can stand or conduct according to the standing or conduction of the rubber dam 20 without a separate power for driving the siphon structure 30, the power means composed of a mechanical device can be excluded. Therefore, the energy can be saved, as well as the opening and closing of the channel 11 according to the standing or conduction of the siphon structure 30 can always be made stably without an error.

In addition, when a large amount of foreign matter is introduced by flooding, when the air is completely removed from the rubber dam 20 and the rubber dam 20 is brought into close contact with the bottom of the water channel 11, the siphon structure 30 also conducts accordingly. It can be completely in contact with the bottom of the water channel 11 can prevent the damage of the rubber dam 20 and the siphon structure 30, the entire length of the siphon structure 30 is the complete conduction of the rubber dam 20 Since the upper end of the siphon structure 30 is configured to have a short length that does not contact the folding portion of the rubber dam 20, the rubber dam 20 may be folded even when the rubber dam 20 and the siphon structure 30 are frequently contacted. The pressure is not applied to the site is to extend the life of the rubber dam (20).

Of course, when the siphon structure 30 is in close contact with the bottom of the water channel 11 as described above, the opening and closing door 34 closes the inlet 31 of the siphon structure 30 by gravity, and thus foreign matter is siphoned. There is also an advantage that can be prevented from flowing into the structure (30).

In addition, the rubber dam 20 and the siphon structure 30 applied to the present invention can be changed to any shape in order to maintain its functionality, and thus, the shape of the rubber dam 20 and the siphon structure 30 is somewhat different. It is obvious that all of these modifications fall within the scope of the present invention.

In addition, it may be provided with a power means for operating the opening and closing door 34 to open and close the inlet 31 of the siphon structure 30 in conjunction with the rise or fall of the siphon structure 30, this modified embodiment also Naturally, all belong to the scope of the present invention.

In addition, the opening and closing door 34 is rotatably fixed to the support structure side to be in contact with the siphon structure 30 so as to open and close the inlet 31 of the siphon structure 30 in accordance with the rise or fall of the siphon structure 30. By configuring the opening and closing door 34 may perform an equivalent role as rotatably fixed to the siphon structure 30, it is natural that such modified embodiments also fall within the scope of the present invention.

1 is a state diagram when standing siphon rubber dam according to the present invention.

Figure 2 is a state diagram of the siphon rubber dam in accordance with the present invention.

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

10: foundation concrete block 20: rubber dam

30 siphon structure 31 inlet

32: drain 33: siphon passage

34: opening and closing door 35: locking jaw

Claims

In the method of purifying polluted river water,

Construct the foundation concrete block 10 across the river, and install the rubber dam 20 at the full width of the shear surface of the river on the upper portion of the foundation concrete block 10, and the storage space side of the rubber dam 20 and The siphon structure 30 is installed at the full width of the front end surface of the river to be rotatable while being inclined toward the drainage side so as to contact the rubber dam 20 at an adjacent position, and the siphon structure 30 has an empty ㅁ shape. By installing a plurality of pieces across the full width of the shear surface, the rubber dam is installed, the water inlet 31 is formed in the lower portion of the water reservoir side of the siphon structure 30 and at the same time to form a drain hole 32 is open to the drain side An inner space of the siphon structure 30 constitutes a siphon passage 33;

When the rubber dam 20 is erected by injecting air into the rubber dam 20, the siphon structure 30 is erected by the rubber dam 20 to close the water channel 11 of the river and store water. At the same time, the lower layer water stored in the storage space is introduced through the inlet 31 and through the siphon passage 33 of the siphon structure 30 through the drain hole 32, including the sewage sludge in the storage space, the rubber Purifying the water quality of the reservoir by discharging to the outside of the dam 20 and pollutant molecules from the pure water molecules by the material friction action and the material separation action that occur naturally in the discharge process of the lower reservoir water. By the action of gravity and specific gravity, material grabbing and material jungle, clean water molecules are deposited in the lower part of the river and escape at a high speed and relatively light pollutants The molecules are ever shingles on the upper part of the river and purify the water quality of the river water;

The end of the upper end of the siphon structure 30, the end of the rubber dam protrudes while the upper end of the siphon structure does not press the folded portion of the rubber dam 20 when the rubber dam 20 is completely conductive Water quality of the contaminated river water by composing a rubber dam and a siphon structure, characterized in that the contaminated river water is naturally purified by forming a groove-shaped drain hole 32 so that the portion is not damaged by water pressure or lumps or tree branches. How to cleanse