KR100749718B1 - Pollutant screening system configured to screen only contaminated river water - Google Patents

Abstract

The present invention relates to a pollutant screening system configured to screen only contaminated river water using a submerged system consisting of floating or conductive or rubber dam type installed in underwater rivers, river farms, etc.

In the past, river submarines have been the mainstream of systems that are only confined to contain water, and these facilities have had a significant shortcoming of worsening the stored water quality.

The structure of the present invention which solves these problems is as follows.

A collection plate is formed at the top of the bottom discharge water, conducting water, and rubber dams to collect only the upper water of the river water flowing from the upstream to the top of the submersible system configured at regular intervals in the river or river or waterway. It is a structure that improves the contaminated water quality by using the giving method.

Effects of the present invention as described above are as follows.

In the upper part of the influent flowing downstream through the upper end of the underwater beam installed in the river or river, the organic material pollutants with low specific gravity are kept downstream by gravity action, material jungle action and material cutting action. It's drifting away.

In the present invention, there is an effect of naturally purifying the contaminated water by using a method of selectively blocking the contaminants which are difficult to discriminate artificially and then collecting and treating them.

By installing the blocking device of the present invention in multiple stages in the whole river by using the configuration method of the present invention has a significant working effect that can secure a large amount of water and at the same time

It is effective to purify polluted water naturally.

Water gate, material jungle, material cutting, pollutant

Description

Pollutant screening system configured to screen only contaminated river water {!}

1 is a side view showing the installation state of the lower portion of the discharge sluice in the present invention

Figure 2 is a side view showing the installation state of the conductive hydro gate in the present invention

Figure 3 is a side view showing the installation state of the rubber dam used in the present invention

Figure 4 is a front view of the installation state of the lower end discharge water gate used in the present invention

Figure 5 is a cross-sectional perspective view of the foreign matter trapping net attached to the front portion of the collecting plate used in the present invention

<Code Description of Main Parts of Drawing>

1.Bottom discharge drain, conduction lock, rubber dam submersible 2. Collector

3. Drive shaft of water gate 5. Side wall of water channel 6. Collection pipe passage

7. Sewage pipe 8.Inlet 9, outlet 22, collector plate support 33. Collector control device 34, inlet outlet control device 55, foreign matter jamming net 77, cyphon passage

The present invention relates to a contaminant screening treatment system configured to screen only contaminated river water by using a submerged system consisting of a bottom discharge type or a conductive or rubber dam type installed in an underwater beam of a river or a river, an agricultural farm for use in agriculture, and the like.

Conventional sewage treatment methods do not separate contaminated river water and clean river water from the river in the residential or factory area, but collect the entire influent and send it to the sewage treatment plant. There was a serious shortcoming that would make the river impossible.

The reason for this is that river water does not always flow down while maintaining a constant quantity of water, but flows down in different seasons and also flows in by varying the amount of pollutants in the water.

That is, since the technology to selectively separate and collect the inflow of the inflow river while maintaining the clean state and the contaminated water quality is not invented, the entire inflow from the inflow river is collected and the sewage treatment plant As it was sent to the treatment process, there was a significant shortcoming that the sewage treatment cost was high.

In addition, Korean Patent No. 0155482 relates to water purification devices such as rivers, lakes, and swamps. More specifically, the purification of rivers, lakes, and swamps is performed in the rivers or lake swamps using the flotation method. The present invention relates to a device for performing directly, which is provided with a machine such as a pressurized pump and a compressor to dissolve a large amount of air in water, and uses the device to pump up contaminated raw water, The present invention relates to a method for purifying polluted river water using air bubbles and air.

In addition, the present invention relates to a method of processing scum generated through such a process using a recovery function, and is a method of a completely different method from the configuration method of the present invention.

Underwater beams, which have been installed in rivers in the past, are mainly mainstream of water confinement systems, and these facilities have a significant shortcoming of worsening the stored water quality.

In addition, in the case of 10-1998-0049628, which is laid out by the present applicant and is known, the jammed jaw is configured to float by a buoy installed on the channel of the river, so that foreign matters flowing from the upstream of the river during the flood are suspended on the jammed jaw. Because of the jam, there was a significant defect that can not function as the jaw itself.

In addition, the conventional underwater beams are configured to be able to selectively discharge the clean water with a heavy specific gravity flowing in the lower portion, there was a significant defect that further contaminate the contaminated water.

More specifically, it is automatically opened and closed while maintaining the water level on the reservoir side within a certain range by installing it in the submerged beams or related waterways of rivers installed to store water for agricultural or industrial use. The present invention relates to a water quality improvement method of inducing polluted water to be naturally purified by a natural method by using a method of constructing a collecting plate provided to collect organic materials having light specific gravity at the upper end of the submerged hydrological gate.

Conventional underwater beams are the way to discharge the influent through the upper end of the hydrologic gate, rather, the stored water was to serve to further decay.

The reason why the stored water becomes more decayed is that when the water is stored, the pollutants contained in the water are naturally decomposed by solar heat. The pollutants decomposed by this natural law become heavy and have a specific gravity. Because of the cumulative accumulation at the bottom of the reservoir.

The material produced through this process is called sedimentation or sedimentation.

Purification of solar heat and purge of aquifers, that is, mass aggregation and dilution between water and pollutants pressed by air pressure, natural purification by dissolved oxygen in water, and microorganisms contained in water Sedimentary sludge is accumulated by stacking contaminants decomposed by natural purification and dilution by aberration, which is formed at the bottom of the gate. Sedimentary sludges continue to undergo photosynthetic chemical reactions until dredging, so that sedimentary sludges are secondary to agglomeration and chemical reactions caused by tertiary chemical bonds. The third pollution caused by the secondary chemical action was inevitably generated It was the biggest shortcoming of the top discharge underwater beam.

Among the physicochemical processes that decompose pollutants in water, the oxygen contained in the water has a natural self-cleaning effect that naturally decomposes the pollutant. Another self-cleaning effect is that water and the first dot are caused by oxygen in the aquifer, the atmospheric pressure in the atmosphere. There is a secondary natural purification effect by dilution of water and air, natural purification by decomposition of dissolved oxygen in water, natural purification by microorganisms in water, and aberrations such as watermill. Dilution effect of pollutants generated by rotational force and clean water is widely used in water purification and sewage treatment plants.

The purifying action that the contaminated water quality is naturally purified by these five actions is already well known in academia, but there was a significant flaw that could not remove light pollutants flowing down the surface layer of river water. .

When the multi-stage underwater beam is formed in the entire stream by using the method of constructing the contaminant collection device at the upper end of the water gate and the multi-stage water storage device of the present invention, the pollutants having a low specific gravity are removed through the upper part of the water gate. There is no need to worry about secondary and tertiary pollution.

Organic contaminants that are not caught in the first stage collection unit can only be retaken in the next stage multistage collection unit, so if a large amount of water is stored by constructing a multistage water reservoir, Substances can naturally improve water quality at low cost. In other words, it is possible to improve the quality of polluted water without the need for artificial force. Also, it is operated by the submerged manipulator operated by the automatic water level detection sequence which is automatically transmitted by the naturally increasing water pressure during flooding or raining. Since the collection device is stored inside the underwater beam and the rain stops, there is no problem in operating the collection device combined with the underwater beam because it uses the underwater beam system configured to be operated by the automatic operation device. .

Conventional large underwater beams use a method of blocking large mountain valleys to form large dams to trap large amounts of water at one time and drain them at the appropriate time, so that cultural sites or farmland located in the lower part are sinking, of course. Due to the evaporation of the stored water, there are many mists around the dam, and diseases such as respiratory diseases frequently occurred in people living in the vicinity of the dam.

In the present invention, not only can a large amount of water be stored without building a large dam, but also is an invention configured to naturally purify polluted water using natural force.

In view of the conventional problems as described above, the present invention is provided to collect and send light weight organic material fluids to the sewage treatment plant while being shrouded selectively in the upper portion of the river water according to the flow rate introduced from the upstream. It is a technical task to provide an underwater beam system.

In addition, it is intended to solve the structural drawbacks of the top discharge submerged beams, which are bound to contaminate contaminated materials and add more pollution.

The present invention relates to a contaminant sorting treatment system configured to sort out only river water contaminated in a bottom discharge type or conductive or rubber dam type underwater beam installed in an underwater beam of a river or a river, an agricultural farm channel for agricultural use, and the like.

Figure 1 is a side view showing the installation state of the lower portion of the discharge sluice in the present invention, Figure 2 is a side view showing the installation state of the conductive sluice in the present invention, Figure 3 is an installation state of the rubber dam used in the present invention Figure 4 is a front view of the installation state of the bottom discharge drainage door used in the present invention, Figure 5 is attached to the front of the collecting plate used in the present invention of the blocking network is provided to block the catch of foreign matter The cross section which showed the cross section is shown, respectively.

Reference numeral 1 denotes the lower discharged hydrology, conductive hydrology and the rubber dam-type submerged beam system, respectively, and reference numeral 2 denotes a collecting plate composed of a C shape at the upper end of the submerged beam, and reference numeral 3 denotes the up and down operation of the hydrological gate. The axis of the sluice, which is provided to facilitate or facilitate the fall and ups and downs, designates 5 for the sidewalls of the banks or banks of the rivers, and 6 designates the organic materials collected from the collecting plates to the sewage treatment plant. The collection conduit is provided, and the reference numeral 7 is a sewer pipe provided to send the light organic matter collected through the collection conduit to the sewage treatment plant, and the reference numeral 8 is the inflow water from the upstream of the stream to the lower end of the hydrologic gate Inlet is provided so that it can be discharged through, the reference numeral 9 indicates the river water introduced through the inlet The outlet 22, which is directed to the outlet, is provided with a collecting plate support provided to support a collecting plate installed at the upper end of the submerged hydrologic gate, and the reference symbol 33 adjusts the collecting plate in the vertical direction to fold it into the inside of the underwater beam during flooding. It shows a control device (not shown in detail) that is provided so that, the reference numeral 34 is an inlet discharge control port configured in the lower end of the rubber dam submersible beam, the reference numeral 55 is a foreign matter trapping blocking network configured in the front portion of the collecting plate Reference numeral 77 denotes each of the siphon passages configured inside the hydrofoil gate.

The lower end discharge type sluice gate, the conducting sluice gate and the rubber dam type underwater beam provided by the present invention are collectively referred to as "underwater beam [1]".

By constructing the underwater beam system [1] constructed in the form as described above over the entire width of the shear surface of the stream, organic pollutants with a low specific gravity flowing from the upstream of the stream can be collected completely.

Contaminated water, which has a high specific gravity as it mixes clean inflow and contaminated inflow from the basin of the main stream flowing into the main stream of the stream, moves to the upper part of the stream and keeps it floating on the surface layer of the water, trapping the water when moving downstream. The structure is configured to move to the sewage treatment plant through the sewage pipe [7] through the collection conduit [6] while being caught by the collecting plate [2] formed at the upper layer of the underwater beam [1] while reaching the underwater beam [1].

In addition, the lower portion of the collecting plate [2] is configured on the top of the underwater beam [1] is a structure configured to be accommodated in the interior of the underwater beam [1] is a collection plate adjusting device 33 is coupled to the collection plate [2].

The collecting plate adjusting device 33 is configured to be operated up and down to prevent the foreign matters floating from the upstream of the river in the flooding to be caught on the collecting plate 2.

In the present invention, the adjusting device [33] technology provided to freely control the collection plate [2] can be configured using various known technical materials, and thus detailed drawings are not presented.

The reason for blocking the water by using the underwater beam on the entire width of the river in order to complete the configuration of the present invention is that the water in the water flows while maintaining the horizontal state between the materials contained in the water by the action of gravity Tens of thousands of substances contained in the water flow in a horizontal state by layer while forming layers in the form of materials, so if you install an underwater beam only on a part of the river, the gravity of water will be heavy due to the action of gravity. Due to the material jungle phenomenon that pushes light water, only the part where the underwater beam [1] is installed to selectively discharge the lower layer water is purified and the pollution is increased in the part where the underwater beam [1] is not installed. It is necessary to install submersible beams for water quality improvement throughout the entire river.

In detail, this is because it flows in layers, depending on the mass of clean materials and pollutants in water, namely, the volume and specific gravity of materials.

In detail, the amount of pollutants contained in the contaminated water, or pollutant load, is approximately 5% to 30%, and the specific gravity of these pollutants is about 0.70 to 0.99. Since it never penetrates into the lower layer of water, it is forced to flow on the surface layer of water.

Due to these natural phenomena, pollutants with light specific gravity flow in the form of floating in the upper part of the water, and clean water with heavy specific gravity has a heavy specific gravity, so it is forced to flow in the lower part due to the action of gravity.

The present invention relates to a method for naturally purifying polluted river water by using the action of gravity in reverse.

In other words, polluted river water with a light specific gravity occurs naturally in the state of herpes at the top of the reservoir due to the “material jungle” pushed by the clean water with a high specific gravity, that is, the natural action of being pushed up to the upper part of the submerged beam. The clean water, which is heavily concentrated in the lower part of the underwater beam, is gradually purged by the natural water purification action. The contaminated water quality is sequentially purified by the action of gradually moving to the underwater beam [1] installed in the next step through the bottom discharge type underwater beam [1] provided to selectively discharge only the water portion.

In order to purify the contaminated river water by using this phenomenon in reverse, it is necessary to install all the water storage devices in the entire width of the river using the bottom discharge submerged beam configured to selectively discharge only the lower water. You can improve it.

In other words, if the bottom discharge type underwater beam is installed only in a part of the entire width of the river, the gravity stream is not installed due to the material jungle, in which the rivers with clean specific gravity push back the polluted rivers with low specific gravity and exit first. Particularly, the stagnant stream waters are further aggravated by the “agglomeration” of contaminated matters. In the present invention, in order to prevent such defects, the bottom portion discharged to the pollutant collecting device is attached to the entire width of the stream. The invention is to save the polluted river water by using a multi-step installation method of drinking water.

Effects of the invention according to the sewage treatment method for treating contaminated river water by using a contaminant screening system configured to screen only contaminated river water are as follows.

In a stream, a certain amount of river water is usually flowed down, and according to an embodiment of the present invention, when a multi-stage water barrier is formed to continuously confine water to the entire stream over the entire width of the river, contaminated water quality is natural. It will be purified to work.

The selective collection of lighter pollutants through the upper end of the submerged beam has a significant effect that can purify the contaminated river water at low cost.

The polluted river waters, which are light in gravity, are kept stagnant in the water beams, i.e., inside the water storage system, by the material jungle, which is pushed by the clean river water, which is heavy, and continuously pushed toward the upper part of the underwater beams. Gravity can't absolutely pass through the lower part of the underwater beams by "heavy material cleansing, where the heavy waters are able to squeeze the lighter polluted waters into the upper part and push them into the lower part." The contaminated river waters, which are light in weight due to the phenomena, are collected into the sewage treatment plant through the collection plate [2] formed at the upper part of the underwater beam [1]. Herpes downstream via the phone passage [77] or the influent discharge control opening [34]. Due to the discharge by gravity acts only as an optional heavy waters clean by naturally occurring in the natural purification of water in a heavy weight will be clear to exert an effect that is natural purification.

More specifically, “gravure action” in which clean water with heavy gravity pushes lightly contaminated waters by the action of gravity, and “substrate cleansing” in which clean water with high gravity is pushed out and clean water with heavy gravity first exits. Contaminated waters with a lighter specific gravity are caused by natural water quality improvement, which is transformed into clean water with a higher specific gravity by a natural purification that occurs naturally during stagnation in the submerged beams. Because the water quality contaminated by the cutting action is naturally purified, the submerged system, which consists of each drop section, is continuously moved to the next stage submersible hydrology, that is, the next stage reservoir, and is continuously purified. Will be exercised. In other words, the clean river water, which has a high specific gravity by this continuous purification, can quickly move another submersible submerged system composed of the submerged submerged system installed in the next stage according to the flow rate through the submerged submerged system that is installed step by step without any time. In addition, the polluted water is naturally purged by the effect that the polluted river water is naturally revived.

The contaminated waters must be naturally purified by the natural purifying action that performs this process continuously because of the material thrust and the material cutting action caused by the action of gravity.

In comparison, when the stones are put in the water, the heavier stones push the lighter water and sink into the water.

It is a natural reality that these principles and principles are applied even with a specific gravity difference of 0.000000001%.

The reason is that when organic pollutants with light specific gravity are swept into the river water, organic matters contained in the water are decomposed by natural purification, resulting in lighter weight than the intrinsic molecules of the water. As it flows down to the downstream, it will be purified.

These facts can be verified by anyone using the following method.

In other words, since all materials have different specific gravity, it is possible to prove that pollutants flowing in the river water flow in layers in the water.

If you put something of the same size but a different weight on a horizontal scale and put a slightly heavy object on one side and a slightly light object on one side, the scale tilts to one side because it is the same size but there is a difference in specific gravity and mass. You can see that.

Because the law of mass applies to both the law of mass and the law of specific gravity, even in a river where the law of gravity works, if you apply this theory incorrectly, you can install a reservoir configured to increase the pollution of the river, or you can save the polluted river. Can be configured.

In other words, when water is confined, the material is pushed out and the material is cut out. Therefore, if the water is confined using a top discharge type submerged beam such as a concrete beam or rubber beam or conductive flood gate, which is configured to discharge the inflow water to the upper part, the specific gravity is increased. Light contaminated waters push heavy weights out of the water, and the water stored in the underwater beams becomes more polluted by the material scraping phenomenon.

This phenomenon occurs spontaneously by the action of gravity caused by the rotation of the earth.

That is, the phenomenon of slipping the car while holding the brake on the ice is the same as the material slicing phenomenon, and the polluted materials which are light in weight due to this phenomenon are accelerated by the acceleration, and the heavy water in the lower layer of the upper drainage submersible beam is accumulated. Aside from this, the first step through the top of the sluice is the material cut action.

By this action, if the water is confined by using the upper discharge type underwater beams such as rubber beams, the pollution is increased.

When there is a lot of flooding or raining, there is no problem even if a flood occurs because the collecting plate configured at the upper end of the underwater beam is folded into the storage space configured inside the underwater beam by adjusting the collecting plate adjusting device.

In addition, by using the sewage removal method of the present invention, natural water quality purification effect by solar heat is achieved by completely removing organic pollutants having a low specific gravity contained in the river water flowing in from the upstream while storing a large amount of water. Natural purifying effect by friction action of aquifer with air and air pressure against water and water, ie wave effect and natural decomposition effect that microorganisms in water decompose organic matter and dissolved in water It is possible to thoroughly improve the contaminated water quality due to the natural self-cleaning effect by oxygen.

In other words, the natural quality of polluted water is improved by removing the polluted river water in the upper layer of the water every time it passes through the underwater beam system. It will be working.

The method for purifying contaminated river water using the construction method of the present invention is configured by using a hydrophone in a manner of discharging inflow water by constructing a cyphon passage or contaminating using a hydrogate configured by a cyphon passage in a conductive hydrology. It can be configured to purify the river water so that even if the configuration method of the present invention is configured using the hydrology configured to be different from the method of constituting the hydrology and the operation method of the hydrologic gate can exhibit the effect of the present invention It is natural that the method to configure the collection plate and the collection plate control device at the upper end of the underwater beam to purify the contaminated river water is within the scope of the present invention.

In addition, it is natural that civil engineering work constituted by the present invention also falls within the scope of the present invention.

Claims (1)

To discharge water from the lower part of the river or river to prevent water from being blocked in some sections of the river or river, the lower part of the automatic discharge water gate to be installed to improve the water quality, the conductive automatic water gate to be combined with the cyphon and In an underwater beam comprising a floating hydrological gate, a bottom discharge rubber dam, an automatic automatic guard gate for fishing, A collection plate provided to selectively collect polluted river water having a low specific gravity flowing down the top layer of the river water at the upper end of the underwater beam, and a collection plate support provided to support the collection plate on the top of the underwater beam; And a control device provided to selectively control the collection plate, a collection conduit connected to the collection plate to transfer the contaminated river water collected through the collection plate, and the contaminated transported through the collection conduit. It consists of sewage pipes connected to the collection conduit so that the river water can be transferred to the sewage treatment plant, and only the polluted river water having a low specific gravity flowing down the upper layer of the river water collected through the collection plate through the collection conduit and the sewer pipe. Polluted, characterized in that the treatment by direct flow into the sewage treatment plant Contaminant screening processing system configured to process the selected Cheonsu.

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