KR101363621B1 - Sluice that cleans contaminated water with clean water - Google Patents

Abstract

The present invention provides a method of constituting a sluice to purify contaminated water with clean water so that the amount of water discharged with minimal energy can be finely adjusted when discharging water in the reservoir to the lower part of the sluice. It is about.

The present invention can adjust the size of the drainage portion of the water gate while moving forward and backward according to the expansion and contraction of the operation cylinder in the fixed state to enable the discharge of the lower end of the water gate to discharge the water in the reservoir space contaminated When purifying the water quality there is an advantage that can be finely adjusted the discharge amount according to the water pressure of the reservoir, the amount of inflow.

Hydrology, purification, discharge, control

Description

Sluice that purifies polluted water with clean water {?}

The present invention relates to a sluice for purifying contaminated water with clean water, and more particularly, to finely adjust the amount of water discharged with minimum energy when discharging water in a storage space to the lower part of the sluice. It is to increase the.

As it is well known, it is clear that water is introduced through various paths into a storage space such as a river or a reservoir, so that a large amount of contaminants are contained in the incoming water. Accordingly, there have been proposed various methods for purifying the stored water. Conventionally used methods of purifying water include gravel contact oxidation method, inter-contact oxidation method, water purification method of sewage treatment plant and chlorine injection purification method. However, The effect was negligible.

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

In the case of the "method for improving the natural water quality using the multi-stage water storage device" of Patent Publication No. 2001-0000343, invented by the applicant of the present invention, since the system consists of a single water gate, the natural mid- This defect is caused by the accumulation of water and pollutants that are trapped inside the watercourse due to the accumulation of substances and the combination of substances, which causes the pollution. There was a great disadvantage to let.

Hereinafter, the terms applied to the present invention will be described in order to enhance the technical value of the present invention.

The "material acceleration phenomenon" and the "material trapping action" and the "law of material conservation instinct" and "substance accumulation action" and "material binding action" and "material rejection action", in which contaminated water quality contained in river water is naturally purified or deteriorated, Action "and" material removal action ".

Due to the difference of the mass and specific gravity of the material, all the material flows into the water, and the position of the material is different depending on the specific gravity of the material.

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

The reason why the water flowing in the river is becoming more and more polluted is because of "material acceleration phenomenon" and "material accumulation action". Contaminated water, which is light in weight due to the action of gravity generated by the rotation of the earth and the solar system, flows into the downstream part of the stream while maintaining the state of the upper part of clean water with a heavy specific gravity. The contamination of the river water becomes more and more weighted due to the deterioration of the pollution caused by the "material aggregation"

The following explains the process of "material skipping action" that occurs when material acceleration phenomenon is reversed. There is a close relationship between the phenomenon of material skipping and the phenomenon of material acceleration. The process in which the material is squeezed is when the contaminated river water is going to pass through the lower part of the watercourse, the water constituting the river water is poured into the upper layer of clean water with a specific gravity and light water with a low specific gravity. The first step is to escape through the lower part. . 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.

The following is a list of all the substances that are "the law of conservation instinct" that intrinsically preserve the essence of the substance, and the "substance aggregation" and "material aggregation" Action "will be described. Water has the characteristic that if water other than water penetrates into the structure of water by the structural characteristic that water possesses, it instinctively accepts the penetrating substance and combines with the substance to produce another substance. In the present invention, this action is defined as " substance aggregation action ".

In addition, when a certain impact is applied to water to produce pure water molecules by purging contaminants that have penetrated into pure water molecular structure constituting water crystals, contaminants contained in the pure molecular structure of water are immediately released The action that comes out is the "material removal function". . In other words, the action of the impact of external impacts on the cleaned water polluted by the action of "material removal action" is. . As described above, the reason why the material accumulation action occurs is that when the water storage system in which river water is confined is constructed by discharging the inflow water such as concrete beam, conductive water gate, or rubber dam to the upper end, However, when a hydrological system for discharging the river water to the lower end is provided, the water scavenging action, the material squeezing action, and the material removal action are naturally performed, so that the contaminated river water is naturally purified. Large dams can also be constructed in this way so that they do not add pollution. In addition, if a hydrological system is installed to discharge only a part of the river water in the lower part of the water storage system, the reason for the increase in pollution is that the polluted water having a specific gravity stagnant at the part other than the discharge part constituting the hydrological section, As a result of the material squeezing action carried out by these heavy clean waters, the pollution becomes more and more intensified by the accumulation of substances that combine with other contaminants as they are pushed out of the outlet. The contaminated river water with a specific gravity that is stagnated in addition to the outlet of the water gate due to the material movement and the accumulation of materials is absolutely impossible to move to the downstream of the river, The contamination is further aggravated by the accumulation of substances that are collected together. In detail, when a siphon type water gate is arranged to selectively discharge only a part of the lower layer of the lower portion of the conduit, or a part of the drain port formed at the lower end of the rubber dam, the clean water having a heavy specific gravity This is a material that pushes out the light water and exits first. Contaminated water, which is light in weight due to the effect of shaking and material jumping, is pushed by the clean water with heavy weight and is kept in a state of stagnation inside the watercourse. The pollutant will be further increased due to the accumulation of the substances that are collected again and the substance binding action that combines the contaminated substances to produce another substance. When the water is confined using the submerged beam which discharges the inflow water to the upper part by these actions, the material condensation action and the substance generated by condensing the contaminants and water molecules together while confining the water inside the reservoir system There is a significant problem that contamination is rather weighted by the binding action.

The following explains the "law of conservation instinct".

All of the materials are inherited by the structural nature of the material, and due to the natural characteristics of the material, if it penetrates into the material structure that the material possesses, it rejects the materials and pushes them out Or the act of trying to escape from the substance or contaminants, to permanently preserve the pure structures possessed by the substance is defined in the present invention as the "law of conservation instinct".

The following explains the "material rejection" caused by the "law of conservation instinct".

When all the substances are in the water, they are diluted with the substances mixed in the water. So, the accumulation of the substances that increase the pollution of the water is not exerted from the beginning, but the structures of the pure water molecules are directly coupled But they are denied by the accumulation of substances and materials. After a certain period of time, they are decomposed by external action, that is, by natural reactions such as dissolved oxygen, solar heat, microorganisms and osmotic action, It is gradually transformed into pollutants by bonding with water molecules. As these substances are decomposed naturally, the particles generated by natural decomposition are combined with other substances, increasing the pollution of water. These are the active green algae and the red tide occurring in the sea. . A substance called a cast animal is a by-product that is generated by the aggregation of organic and inorganic substances.

The following explains the substance decomposition, the substance-binding and the substance floating. The pure molecules of water are reacting not to bond with other substances due to the material rejection action by the "law of conservation instinct" which is to maintain the pure water molecule, but by the strong viscosity of the contaminants, It binds to the molecules and binds to them. At the same time, the grains become heavy, and when they are sitting on the bottom of the river, they are decomposed by the natural decomposition that occurs naturally, and the fine particles are generated by fine particles. The water molecules and the substances of the contaminants coming from the upstream are repeatedly reacted with the substances.

The pollutants contained in the water molecules are converted into fine particles by the natural decomposition and then move to the upper layer of the water storage layer. And the "water-binding" effect and the "substance-binding action" and the "water-binding action", which cause the water molecules attached by the water molecules to become heavy at the same time, Material flotation ".

The following explains the "material explosion effect" which increases water pollution.

Substances that undergo various kinds of chemical reactions are naturally introduced into the water. These unknown substances meet with another substance, and when the unique chemical component of the substance and the unknown chemical component meet, As it explodes, it creates a substance like fine air bubbles, which floats on the surface of the water. That is, the microbubbles continue to be generated in the beer reservoir because the microbes contained in the beer and the microbes are exploded and thus droplets are continuously generated.

The continual occurrence of this material explosion in water continues to produce microscopic droplets due to the explosive action of the material as it meets and explodes. The air bubbles generated at the time of such an explosion and other fine particles contained in the water are combined with each other to produce another material. The fine particles generated at this time become heavier than the molecular structure of water, So that the contamination of the water is increased.

The following describes "material friction", "material decomposition" and "material bonding".

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 wear gradually occurs, the presence of the contaminant particles itself disappears and the contaminated water is changed into clean water.

The natural remediation of contaminated water by this action is defined as "a natural water purification by the action of material friction" and "academic term" is defined as Hans action. When these actions are performed, the contaminated water is naturally cleansed, and the contaminated substances are decomposed spontaneously without the action of oxygen.

In this process, the particles of incompletely decomposed materials are combined with the contaminants and clean water by the viscous force contained in the particles, that is, the magnetic force and the viscous force and the magnetic force contained in the particles decomposed from the other material This action is the "substance binding action". The reason why the particles generated by the decomposition of the materials naturally have viscous force and magnetic force is that the water molecules act in a buoyant motion generated inside the water, Since the surface tension naturally occurs on the surface of the material as it is made naturally, the viscous force for bonding with the substance and the magnetic force for pulling the substance naturally become stronger at the sharp part of the material. ".

The new materials created by this process are heavier than the specific gravity of the water, so that the material is bound to the sediments as the sediments accumulate in the lower part of the reservoir.

At this time, the contaminants of sedimentation sludge generated at this time generate a large amount of fine particles again through a continuous process of being 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 of the materials are decomposed by the material friction and other material decomposition actions of the particles forming the water molecule at the moment of introduction into the water.

For example, the reddish woods generated by the decomposition of iron are particles of lighter weight than those of water molecules, and they are precipitated in the lower part of the body by the action of material bonding with other fine particles decomposed by water molecules. The material that comes into being is sedimentation sludge.

All the organic and inorganic substances and phosphorus and nitrogen contained in the water are transformed into clean and heavy water through the process of material friction, the action of oxygen, microorganisms and solar heat, and the natural decomposition into water molecules. The water is discharged through the lower part of the water storage device, so that only the clean water is continuously produced.

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, but rather, 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 action and the material binding action, so that the water stored in the reservoir always maintains the full water level, and the water coming from the upstream through the lower part of the water 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 It is most desirable to purify the contaminated water quality by diluting it with salted substances and clean water with heavy gravity discharged through the lower part of the gate.

However, in the case of the conducting hydrology, the water level is opened when the water level exceeds the reference value in the closed state, so it is very vulnerable to water pollution. Of course, when the hydrology is completely opened, it is possible to discharge the bottom water of the reservoir space. In this case, however, it consumes a lot of energy, so it was not suitable for water purification.

In addition, in the case of the floating hydrologic gate is operated by the bottom discharge type, there is an advantageous aspect for water purification, but this also has to be opened to some extent in order to discharge the water in the reservoir, it is inevitably consumed the energy required for it, especially In the event of heavy rain or flooding with large foreign bodies with water, the foreign bodies could be caught in the floodgates and damaged.

The drawbacks of this type of watertight gate and floating water gate are complemented by the rotation of the water gate to place the water gate at the top of the float, which has the same effect as the floating water gate. When the water gate is rotated to close the bottom If the water gate is in the closed state a little more, water in the water storage space is discharged to the bottom of the water inlet, and the water quality can be purified by the natural purification principle of the water.

However, even in the case of such a rotary water gate, it is necessary to further regulate the discharge amount depending on the water level in the water storage space, the flow rate of the water, and the like even when the water is discharged from the water storage space to the lower end of the water gate plate by further rotating the water gate in the closed state Therefore, in order to control the discharge amount of the water storage space, a plurality of stoppers or limit switches having different positions are provided, and the opening degree of the water gate is adjusted by stopping the position of the water gate by the stopper or the limit switch, It takes a lot of cost to install the apparatus, and further energy is required to open the rotating sluice gate in a multistage manner, so that the maintenance cost is high.

The present invention makes it easy to adjust the amount of discharge according to the water level by controlling the amount of water discharged even when the water gate is stopped at a certain part when purifying the contaminated water quality while discharging the water in the reservoir to the lower part of the water gate. The goal is to provide a sluice gate that purifies polluted water with clean water so that the maximum cleansing effect can be achieved with energy.

In order to solve this problem, the present invention forms a space between the sluice plate and the bottom of the support structure by rotating the rotating gate, or drainage control on the reservoir side of the sluice in the discharge port formed at the lower end of the conductive gate Position, the working cylinder is rotatably installed in the confined space of the support structure, and the multi-stage link is connected between the piston rod of the working cylinder and the drainage control port. It is to control the size of the space between the parts or the size of the outlet formed in the sluice.

The present invention can control the size of the drainage portion of the water gate while moving forward and backward according to the expansion and contraction of the operation cylinder in the fixed state to enable the discharge of the lower end of the water gate to discharge the water in the reservoir space to the lower end of the water polluted water quality When purifying, there is an advantage that the amount of discharge can be finely adjusted according to the water pressure, inflow of the reservoir, etc.

In addition, the application of such a system can easily clean contaminated river water even in the case of large rivers, and it uses natural purification system that is naturally generated by nature. Therefore, it is possible to produce clean and perfect river water There is an effect that can produce clean water without using chemicals such as chlorine and fluorine. When applied to a large dam, it is possible to reduce the occurrence of sediment sludge in the dam and to substantially prevent green algae phenomena caused by the above-mentioned actions.

In addition, there is a significant effect of blocking the red tide phenomenon which is generated when the polluted river water flowing from the land river flows into the sea.

In addition, it is possible not only to store large amounts of water because the stored water does not decay even if a lot of water is confined, but also because of the capillary phenomenon caused by confining the water, It is important to promote the growth of trees growing in the mountains due to the state of being maintained and to prevent forest fires in advance. This action prevents the desertification of the land due to drought, Which has a significant effect.

In addition, it is possible to discharge the lower layer water in the reservoir to the lower part of the gate or discharge the lower layer of the reservoir through the outlet formed in the gate even when the gate is closed. At the same time, fish can move upstream through the drains formed in the sluice to restore or maintain the ecosystem.

When the water is confined using the hydrologic gate of the present invention, which is configured to discharge the amount of water flowing from the upstream of the stream through the lower end of the hydrologic gate, the influent flowing from the upstream of the stream is always the same as the influent flowing through the lower end of the hydrologic gate. Because it can be discharged, water pollution is not aggravated and the pollutants contained in the water are naturally decomposed and purified into clean water by the ten actions exerted in the reservoir space confined by the rotating water gate.
“The 10 Natural Purifications Naturally Exerted”

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① The action that the pollutants caused by dissolved oxygen contained in water are naturally purified

② The action that the pollutant is naturally decomposed and purified by microorganisms

③ Natural purification of pollutants by friction action of water molecules moving by Brownian motion

④ Clean-up process in which substances contaminated by solar heat are decomposed naturally

⑤ Natural purification effect that the pollutant is decomposed naturally by friction of aquifer in contact with air.

⑥ Purification by natural decomposition of contaminants by osmotic action

⑦ Natural purification process in which contaminants are decomposed naturally by the pressing force generated by the pressure of gravity

⑧ Decomposition of contaminants due to penetration of material caused by capillary phenomenon

⑨ Natural decomposition of contaminants by the law of conservation instinct

⑩ The material generated by the collision of the fine particles and the fine particles contained in the water Because of the decomposition action of the pollutant due to the friction action, the pollutants contained in the water are naturally purified.

"Definition of" substance decomposition "and" substance-binding action "in which contaminants are naturally purified.

All contaminants such as nitrogen and phosphorus are bound to the water molecules by the viscous force of contaminants, and at the same time, they are heavier than the specific gravity of the water molecules and sink into the bottom layer of the river by gravity.

The contaminants that are bound to the material are deposited at the bottom of the stream, and naturally occurring in the 10 decades, the sedimentation sludge is again decomposed to produce fine particles again (iron has a specific gravity of 7.85 Red rust caused by natural decomposition has a specific gravity of 0.97).

Particles of contaminants generated by natural decomposition action add to the water pollution by repeating the recombination of the existing water molecules with other contaminants flowing upstream. will be.

These actions are "material decomposition" and "material binding". However, if the influent is discharged through the lower part of the hydrologic gate, the laminar flow caused by the action of gravity never causes material binding to combine with other materials with different specific gravity. Will be.

"Definition of" The Law of Conservation Instinct "in which pollutants are naturally purified."

It is the "law of conservation instincts" that refuses to join if another object penetrates into the material structure of matter and tries to join.

The water molecules that are kept clean will naturally exert the function of shaking off the contaminants that are trapped in the water molecules, and eventually the polluted water will eventually become clean. This action is the "law of substance preservation instinct" (similar to the principle that if oil is poured into the water, it will not be diluted quickly but will float in the water).

All water molecules are not easily bound by the action according to the "law of substance conservation instinct", which tries to preserve pure water molecule structures permanently, even if contaminants enter the water molecules, but do not immediately bind, like the principle of oil floating in water. .

No matter how contaminated water is by this action, it is always kept clean by the action of the law of substance preservation instinct.

“Definition of the substance aggregation action” in which pollutants are naturally purified

All contaminants are transformed into nano-particles through a natural decomposition process and evaporate to evaporate and evaporate to form a cloud by evaporation to the atmosphere. Through this circulation process, it becomes more heavier than the specific gravity of water due to the "accumulation of material" that is gathered in the space of the atmosphere and the pollutants that are generated from time to time. It is mixed with rainwater and falls to the ground, And the other water pollutants contained in the river water and the accumulation of materials that are gathered together sink into the bottom of the river and further deteriorate the water quality of the river water.

Light pollutants such as nitrogen are converted into substances that are heavier than the specific gravity of water by "agglomeration", which is often combined with other pollutants by convection, which often occurs as the material decomposes and transforms into polar particles. It sinks into a waterfront space consisting of a drinking water gate or rubber dam or a gravity or concrete gravity dam, creating another pollutant by aggregating another pollutant with another pollutant to increase water pollution. . The material produced by this "agglomeration" is sedimentation.

"Definition of" material binding action "in which pollutants are naturally purified"

Particles of incompletely decomposed materials are combined with water particles and contaminant particles by the viscous and magnetic forces exerted by another particle by the viscous force exerted by the particles and the magnetic force of the material. Through it is transformed into heavier particles than the specific gravity of the water molecules will be settled to the bottom of the river. What is produced by this "material binding action" is sedimentation.

"Definition of" Material Friction "in which pollutants are naturally purified"

The tip of the water has a sharp shape. The Brownian motion of the water continues to flow, resulting in a thorough friction between the sharp parts of the water and the surface of all the substances entering the water, so that all the substances that enter the water are completely decomposed and the existence of the material itself disappears. Using material friction, people wash and bathe with water to wash away harmful substances.

If you correctly define the principle of the natural decomposition of contaminated substances in water, because of the "material friction action," even the most polluted substances are thoroughly decomposed naturally by the pointed parts, the largest weapons of water, and the existence of the substance itself. The water itself is decomposed naturally by water.

"Definition of" purification of pollutants naturally "and" purification of polluted water naturally by material laminar action "

When other foreign matter penetrates into the structure of clean water molecules and tries to combine with water molecules, it is not easily diluted by substance rejection which rejects them (pouring oil in water does not immediately dilute water and oil. It is because of "substance rejection". Due to this action, when the influent is discharged through the lower part of the gate, the laminar flow action naturally occurs due to the action of gravity, so that the polluted water with light gravity moves to the upper part and the clean water with heavy gravity has According to the logic, the material separation action is caused by the "laminar flow and the material cutting action" discharged first through the lower part of the floodgate, so that the uncontaminated clean water is moved downstream and the polluted river water is stagnated inside the floodgate. It is naturally cleansed by the naturally occurring teenage cleansing.

"Definition of" Material Acceleration "to make polluted water even worse"

The materials contained in all river water, that is, the 24 million kinds of substances on the earth, due to the gravity of the action and the weight of the substance according to the proportion of the position of the material is different for each state, Layer.

Due to this action, clean water with a heavy specific gravity flows slowly while it is in the lower layer of the river water, and polluted water with a light specific gravity flows rapidly while being in the upper layer of the river water. This action is caused by the "material acceleration phenomenon".

If water is confined using conductive hydrology, rubber dams, and gravity or concrete gravity dams discharged through the upper end, water pollution is further aggravated by such material acceleration and mass aggregation.

"Definition of" Material Scavenging Action "to help the pollutants naturally clean up"

When rivers flowing upstream are going to pass through the lower part of a watercourse, clean heavy water pushes up polluted water with a specific gravity to the upper layer and then pushes through the lower part of the lightly polluted water first, The effect of gravity is to produce this effect.

If the water is inflowed through the bottom of the watercourse by using a rotary water gate, even if it is contaminated water, the water is purified by the clean water because the clean water leaves the contaminated water aside, Action ", even the most polluted water will be purified with clean water.
"Definition of Water Purification by" Substance Binding and Substrate Decomposition "in which the pollutant is naturally purified.

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Due to the strong viscous force of pollutants, they are forced to bind to other pollutant molecules, and at the same time, they are transformed into substances with a heavier specific gravity than water. The natural degradation of the ten species in the state of sinking to the bottom layer of the river causes the substances to be decomposed again, generating fine particles of fine pollutants. At this time, the contaminants generated at this time and the contaminants pushed upstream from the upstream and the repetitive action of the material binding action occurs again to create a sedimentation sludge. This action is "material binding action and material decomposition action" is.

"Definition of Water Purification for" Material Desorption "in which Pollutants are Naturally Purified"

If you apply a constant impact to water to create pure water molecules by purging the contaminants that have penetrated into the water molecule structure, the contaminants contained in the pure molecular structure of the water will be released from the water molecule, The polluted river water is reduced to clean water.

In addition, if you install the hydrologic gate of the present invention configured to discharge the river water flowing from the upstream of the river through the lower end of the hydrologic gate because the above actions occur naturally, no matter how polluted river water is naturally purified by clean water There is an absolute advantage.

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

[First Embodiment]

1 is a perspective view of the drainage control device is applied to the rotating door according to the first embodiment of the present invention, Figure 2 is a state diagram when closing the drainage control door in the rotating door according to the first embodiment of the present invention, Figure 3 State diagram at the time of opening the drainage regulator in the rotating gate according to the first embodiment of the present invention.

In the first embodiment of the present invention, the lower part and both sides of the water gate 30 through the drainage control device 50 when the rotating water gate is rotated a little more in the closed state to discharge the lower layer water of the reservoir space to the lower end of the water gate 30. It is for controlling the drainage by adjusting the size of the space between the bottom of the support structure 10, the water channel 11 is formed between the support structure 10 on both sides, the arc-shaped watermark plate 31 at both ends of the right direction As the two side plates 32 are fixed to each other, the water gates 30 having rotation shafts 33 are respectively rotatably fixed between the two side support structures 10 from the upper side of the both side plates 32 to the outside, and both sides are supported. An enclosed space (not shown) is formed inside the structure 10, and a power means (not shown) is provided in the enclosed space, and the power means is connected to the rotation shaft 33 of the water gate 30 in the enclosed space. The rotation speed of opening and closing the water channel 11 while the water gate 30 is rotated according to the activation of the power means. In the water storage space 30 of the water reservoir 30, the discharge amount adjusting device 50 is located, the working cylinder 61 is rotatably installed in the closed space of the support structure 10, the piston rod of the working cylinder 61 (62) Connect the multi-stage link 70 between the distal end portion and the drainage control port 50, and rotate the water gate 30 to form a space between the water gate plate 31 and the bottom of the support structure 10. In one state, the operation cylinder 61 is operated according to the water level or the amount of inflow of the water storage space formed by the water gate 30, and according to the expansion and contraction degree of the operation cylinder 61, the water discharge control device 50 and It is to adjust the size of the space between the bottom of the support structure (10).

At this time, the drainage control device 50 applied to the first embodiment of the present invention opens and closes the space between the lower end of the water gate 30 and the bottom of the side support structure 10 over the full width of the front surface of the waterway 11 It has a length that can be, the shape is in close contact with the bottom of the support structure 10, both sides can be smoothly guided and inserted into the space between the lower end of the water gate 30 and the bottom of the both support structure (10). It consists of right triangles with angles smaller than 45 °.

In addition, the upper and lower sides and both sides of the drainage control device 50 can be attached or coated with a packing member (not shown) for the perfect packing when blocking the space between the water gate 30 and the bottom of the support structure 10. .

Reference numeral 71 in the drawing represents a support for rotatably fixing the link 70.

In this configuration, when the rotation door is rotated a little more in the closed state, a space is generated between the water gate plate 31 of the water gate 30 and the bottom of the support structure 10, and the lower layer of the storage space through this space. As the water is discharged, pollutants such as sedimentation sludge, which is accumulated in the lower layer of the reservoir, are discharged together with the water, and the pollutants contained in the water are decomposed by the friction, material flotation, and material cutting action. It is a well known fact.

By the way, even when the bottom discharge through the rotating gate to adjust the size of the discharge portion according to the water pressure and the water flow into the reservoir, for this purpose, by rotating the rotating gate in stages in the water gate 30 and the support structure (10) Since it takes a method of adjusting the size of the space between the bottom of the), a lot of energy is required to rotate the rotating gate itself, and a separate stopper must be provided to stop the rotating gate step by step. As mentioned above.

In the first embodiment of the present invention in consideration of this, the drainage control port 50 is positioned on the reservoir space side of the water gate 30, and the operating cylinder 61 is rotatably installed in the sealed space of the support structure 10, It is composed by connecting the link 70 of the multi-stage between the tip of the piston rod 62 of the operation cylinder 61 and the displacement control port 50, by rotating the sluice 30 a little more than the closed position to stop the sluice plate When the actuating cylinder 61 is contracted in a state where a predetermined size of space is formed between the 31 and the bottom of the support structure 10, this force is applied to the drainage regulator 50 through the link 70 of the multi-stage. The amount of water discharged gradually decreases as the space between the water gate 30 and the bottom of the support structure 10 gradually decreases as the drainage control device 50 moves forward, thereby continuously contracting the working cylinder 61. Eventually, the drainage regulator 50 will be connected to the sluice gate 30. The space between the bottom of the structure 10 is closed so water is not discharged.

In this state, when the operation cylinder 61 is elongated according to the water pressure or the inflow amount of the water storage space formed by the water gate 30, a drainage control device inserted between the water gate 30 and the bottom of the support structure 10 ( When 50) is separated from this and stops the operation cylinder 61, the drainage control port 50 is also stopped, and the lower floor water of the reservoir through the space between the upper surface of the drainage control device 50 and the lower surface of the water gate 30 May be discharged.

That is, the size of the space between the upper surface of the drainage control device 50 and the lower surface of the water gate 30 may be changed according to the forward or backward of the drainage control device 50, and substantially the upper surface of the drainage control device 50 and Since the space between the lower surface of the sluice 30 forms a drainage space, if the drainage control port 50 is properly moved forward or backward according to the inflow amount or the water pressure flowing into the reservoir, the water drain 30 has an appropriate size The space is formed to control the drainage.

Therefore, the discharge portion for discharging the lower layer water in the storage space even by advancing forward and backward the small-sized drainage control device 50 which can consume relatively little energy without rotating the rotating gate that requires a lot of energy during rotation. You can adjust the size of the has the advantage of controlling the amount of drainage.

In addition, since the operation cylinder 61 for driving the drainage control device 50 is located in the closed space of the support structure 10, it is possible to prevent the water in the reservoir space from coming into contact with the operation cylinder 61, so that the life of the device You can keep it for a long time.

And, the structure of the link 70 for connecting between the operation cylinder 61 and the drainage control device 50 according to the first embodiment of the present invention can be changed to any other structure, so that the equivalent operation can be implemented in the link It is a matter of course that other embodiments for modifying the structure of 70 are also within the scope of the present invention.

[Second Embodiment]

Figure 4 is a perspective view of the conducting water gate and the drainage control device according to the second embodiment of the present invention, Figure 5 is a state diagram when closing the drainage control device in the conducting water gate according to the second embodiment of the present invention, Figure 6 Figure 2 is a state diagram at the time of opening the drainage regulator in the conductive hydrologic gate according to the second embodiment of the present invention.

As is well known, the conducting hydrology is in close contact with the floor when it is opened, so even if foreign substances are included in the discharged water, there is an advantage of preventing the breakage of the hydrology. There are also disadvantages.

Therefore, if it is possible to discharge the lower layer water in the reservoir through the conductive hydrologic can be compensated for the disadvantages of the conductive hydrological, it is obvious that the conductive hydrological can be applied to the present invention.

Accordingly, in the second embodiment of the present invention, even when the conducting hydrograph is closed, the lower layer water of the reservoir may be discharged to the lower end of the gate 30 ', and the lower portion of the reservoir 30' may be When discharging the lower layer water to adjust the amount of drainage by adjusting the size of the drain portion through the drainage control port (50 '), the water channel 11 is formed between the two support structures (10), both support structures ( 10, the water gate is rotatably fixed to the lower portion of the support structure 10, the sealed space (not shown) is formed inside, the sealed space is provided with power means (not shown), the water gate in the sealed space In the rotational gate that is connected to the rotary shaft 33 'of the 30 (30') and opens and closes the waterway 11 while the hydrological gate is rotated according to the maneuver of the power means, the gate 30 'and the rotary shaft 33' of the Between the water gate 30 'and the rotary shaft 33' by connecting a plurality of connecting rods 32 '. A plurality of outlets 31 'are formed in the plurality of discharge ports 50' having a size and a number corresponding to the plurality of outlets corresponding to the storage space side of the water gate 30 ', and the support structure 10 ), The operating cylinder 61 is rotatably installed in the sealed space, and the link 70 of the multi-stage is connected between the distal end of the piston rod 62 of the operating cylinder 61 and the displacement control port 50 '. In accordance with the hydraulic pressure of the storage space formed by the water gate (30 ') or the inflow water amount to operate the operation cylinder (61) according to the degree of expansion of the operation cylinder 61 is discharged to each outlet (31') ) To adjust the size.

At this time, the drainage regulator 50 'applied to the second embodiment of the present invention has a length that can open and close the discharge port 31' formed in the water gate 30 'over the full width of the front surface of the water channel (11). , The shape is in close contact with the bottom of the support structure 10, the angle of the front end side so that it can be guided and inserted smoothly into the outlet 31 'formed between the water gate 30' and the rotation shaft 33 'when moving forward It consists of a right triangle with an angle of less than 45 °.

In addition, the discharge amount adjustment port 50 ', may be configured to be fixed to each other in the state provided with the same number and side by side each outlet 31', or the rear end is made of the same number as each outlet 31 ' It can also be configured to share a body.

In addition, on the upper and lower sides and both sides of each of the drainage regulators 50 ', a packing member (not shown) may be attached or coated for perfect packing when the discharge ports 31' are blocked.

Reference numeral 71 in the drawing represents a support for rotatably fixing the link 70.

When the conductive gate is closed in such a configuration, contamination of the sedimentary sludge, which is discharged from the lower layer of the reservoir, is discharged through the outlets 31 'formed at the lower portion of the gate 30'. As the material is discharged together with the water, pollutants contained in the water may be decomposed by material friction, material flotation, and material cutting to purify the water quality.

However, even when the water in the reservoir is discharged to the bottom of the sluice 30 ', it is desirable to maintain the proper level at all times by adjusting the size of the discharge part according to the quantity of water introduced into the reservoir and the level of the reservoir. The outlet 31 ′ formed in the conductive flood gate has a disadvantage that its size cannot be adjusted.

In the second embodiment of the present invention, in consideration of this, a plurality of outlets corresponding positions of the storage space side of the water gate 30 'are disposed such that a drainage regulator 50' having a size and number corresponding thereto is provided, and the support structure 10 is provided. The operating cylinder 61 is rotatably installed in the sealed space of the piston rod 62 of the working cylinder 61 and the linkage 70 of the multi-stage between the discharge control port 50 'is configured to be configured When the operation cylinder 61 is contracted in the state of discharging the lower layer water of the storage space through each of the outlets 31 'by closing the water gate 30', the force is discharged through the link 70 of the multistage. It is delivered to (50 ') and the discharge amount control port (50') is advanced at the same time as the size of each outlet (31 ') is gradually reduced, the discharge amount is also gradually reduced, and if the operating cylinder (61) continues to shrink eventually Discharge control device 50 'blocks each discharge port 31' It is no longer being discharged.

In this state, when the operation cylinder 61 is extended according to the water pressure or the inflow amount of the storage space, the drainage control port 50 'fitted to each outlet 31' is separated from this and is moved backward, and the operation cylinder 61 Stop) will be discharged through the space between the upper surface of the drainage control port (50 ') and the lower surface of the water gate (30') can be discharged from the bottom of the reservoir.

That is, as in the first embodiment of the present invention, the distance between the upper surface of the drainage control device 50 'and the upper surface of the discharge port 31' is changed according to the forward or backward of the drainage control device 50 '. Since the space between the upper surface of the drainage control port 50 'and the upper surface of the discharge port 31' forms a drainage space, the drainage control port 50 'is appropriately moved forward or backward depending on the amount of inflow or water pressure flowing into the reservoir. If you let the outlet (31 ') is to be adjusted to the appropriate size will be able to control the amount of drainage.

Therefore, the outlet 31 'is formed in the conductive water gate, so that the bottom water of the reservoir can be discharged while the water gate 30' is closed, and the size of the outlet 31 'can be adjusted through a simple device. It is possible to maintain a proper low water level at all times according to the amount of inflow or water pressure flowing into the reservoir.

In addition, since the operation cylinder 61 driving the displacement control device 50 'is located in the closed space of the support structure 10, it is possible to prevent the water in the reservoir space from contacting the operation cylinder 61. Long life can be maintained.

And, since the structure of the link 70 for connecting between the operation cylinder 61 and the drainage control port 50 'according to the second embodiment of the present invention can be changed to any other structure, the equivalent operation can be implemented. Of course, other embodiments of changing the structure of the link 70 is also within the scope of the present invention.

1 is a perspective view of a drainage control device applied to the rotating door according to the first embodiment of the present invention.

Figure 2 is a state diagram when closing the drainage control in the rotating door according to the first embodiment of the present invention.

Figure 3 is a state diagram at the time of opening the drainage control opening in the rotating gate according to the first embodiment of the present invention.

Figure 4 is a perspective view of the conductive water gate and drainage control device according to a second embodiment of the present invention.

Figure 5 is a state diagram when closing the drainage control in the conductive water gate according to the second embodiment of the present invention.

Figure 6 is a state diagram at the time of opening the drainage control opening in the conductive hydrologic gate according to the second embodiment of the present invention.

DESCRIPTION OF THE REFERENCE SYMBOLS

10 support structure 11: water channel

30,30 ': Sluice 31: Sluice plate

31 ': outlet 32: both side plates

32 ': Connecting rod 33,33': Rotating shaft

50,50 ': Displacement regulator 61: working cylinder

62: piston rod 70: link

71: support

Claims (2)

A water channel 11 is formed between both side support structures 10, and both side plates 32 are fixed to the both ends of the arc-shaped hydrologic plate 31 at right angles, respectively, from the upper side to the outer side of the side plates 32. A water gate 30 having a rotation shaft 33 is rotatably fixed between the two support structures 10, a sealed space is formed inside the both support structures 10, and power means is provided in the sealed space. Is provided, the power means is connected to the rotary shaft 33 of the sluice 30 in the sealed space, the water gate for opening and closing the waterway 11 while the water gate 30 is rotated in accordance with the activation of the power means In sluice that purifies contaminated water with clean water using The drainage control device 50 is located on the water storage space side of the water gate 30, and the operating cylinder 61 is rotatably installed in the sealed space of the support structure 10, and the piston rod of the operating cylinder 61 is located. (62) Between the distal end and the drainage control port 50, a multi-stage link 70 is connected, and the water gate 30 is rotated so that the water plate 31 and the bottom of the support structure 10 are connected. By operating the operation cylinder 61 in accordance with the water pressure or the amount of inlet water of the water storage space formed by the water gate 30 in the form of a space in the drainage control opening according to the degree of expansion of the operation cylinder 61 ( 50) by controlling the size of the space between the sluice 30 and the bottom of the support structure 10 characterized in that the sluice to clean the contaminated river water to clean water by first discharging the clean river water with a heavy specific gravity Clean polluted water Hydrologic to purify a A water channel 11 is formed between both side support structures 10, and a water gate 30 ′ is rotatably fixed to a lower portion of the both side support structures 10 through a rotation shaft 33 ′, and both side support structures. A sealed space (not shown) is formed inside the 10, and the sealed space is provided with a power means, and the power means is connected to the rotating shaft 33 'in the sealed space to start the power means. In the sluice to clarify the contaminated water quality to clean water by opening and closing the waterway (11) while the sluice (30 ') is falling or standing, A plurality of outlets 31 'are connected between the water gate 30' and the rotation shaft 33 'by connecting the water gate 30' and the rotation shaft 33 'through a plurality of connecting rods 32'. And a drainage control port 50 'having a size and a number corresponding to the plurality of outlets corresponding positions of the water storage space 30' of the water gate 30 ', and in a closed space of the support structure 10. The operating cylinder 61 is rotatably installed, and the water gate is connected between the front end of the piston rod 62 of the working cylinder 61 and the drainage adjusting port 50 'with the link 70 of the multi-stage. The operation cylinder 61 is operated according to the water pressure or the inflow amount of the water storage space formed by the 30 ', so that the discharge amount adjusting opening 50' is adjusted according to the degree of expansion of the operation cylinder 61. Clean river water with heavy specific gravity using a drainage regulator to control the size of Gate to purify polluted water quality with clean water, characterized by a hydro gate to purify polluted river water by first discharging

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