WO2016013109A1 - Reservoir apparatus using "enclosed water area (utsuro)" - Google Patents
Reservoir apparatus using "enclosed water area (utsuro)" Download PDFInfo
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- WO2016013109A1 WO2016013109A1 PCT/JP2014/069687 JP2014069687W WO2016013109A1 WO 2016013109 A1 WO2016013109 A1 WO 2016013109A1 JP 2014069687 W JP2014069687 W JP 2014069687W WO 2016013109 A1 WO2016013109 A1 WO 2016013109A1
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- water
- area
- reservoir
- utsuro
- double
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- 0 C*1CCCC1 Chemical compound C*1CCCC1 0.000 description 1
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/42—Treatment of water, waste water, or sewage by ion-exchange
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
Definitions
- the present invention relates to a water storage device installed in “UTSURO”.
- Water is the power of water, and contaminated water is clean water.
- the “water storage device using the UTSURO” is the “water storage device”. Water flows from high to low. (That is, water flows from higher pressure to lower pressure.) If a wall is installed between a high-pressure water area and a low-pressure water area, the water in the high-pressure water area will flow into the low-pressure water area. On the other hand, water in a low-pressure water area never flows into a high-pressure water area.
- the water in the high-pressure water area becomes clean water, and the water in the low-pressure water area becomes contaminated water, the contaminated water in the low-pressure water area Does not flow into clean water areas with high pressure.
- the water area where the contaminated water is to be stored is enclosed by a double levee that holds the waterway, and the “water area sky (UTSURO)” is constructed.
- a continuous impermeable wall is installed in each levee, and a known sheet pile or concrete continuous impermeable wall that reaches deep in the seabed is sometimes installed, and a water leakage prevention work for each levee is installed.
- a water channel without a bottom plate is used, and the water level of the water channel 2 is always equal to or higher than the level of the stored water (contamination).
- a method of keeping the water level equal to or lower than the outside water level is conceivable. (How to fill the waterway with clean water)
- the water level of the water channel 2 is detected using a known sensor that senses the water level of the external water level 5 and the water channel 2 in the double dam body.
- the pump 14 discharges the water to the reservoir 4 so that the water level is always kept below the outside water level, and the water level of the water channel 2 in the double levee body is always kept below the outside water level, thereby closing the enclosed water area (UTSURO). No single drop of water from the used reservoir will flow into the outer water area 5.
- the amount of pumping water is reduced by increasing the water tightness of the double levee and reducing the water level difference between the outer water area 5 and the water channel 2.
- the stored contaminated water overuses the natural purification function, purifies the contaminated water, and discharges it to the outer water area 5. (Purification of contaminated water in the reservoir)
- multiple pumping purification device 6 When contaminated water is stored in the reservoir 4 using “UTSURO”, the natural purification function is abused to purify the stored contaminated water and remove the contaminants.
- the purification device pumping up from the center of the multiple purification device installed in the reservoir 4 with the purification dams piled up in a link form is called “multiple pumping purification device” 6 and is a purification device that puts sewage into the center of the multiple purification device. Is referred to as a “multiple input purification device” 7.
- “Multiple pumping purification device” 6 is used as a drainage device for the reservoir using “Urban water (UTSURO)”
- Multiple input purification device” 7 Used for an inflow device.
- the water quality test result of the stored water pumped up from the "Multiple pumping and purifying device” satisfies the known discharge standard value, it will be discharged to the outside area, but if the test water quality does not meet the known discharge standard value, again, The “purification device” is repeatedly charged, and after waiting for the pumping water discharge reference value to be satisfied by the “multiple pumping purification device” 6, it is discharged to the outside water area.
- the purified water can be used as clean water in the water channel 2. If the contaminated water is purified by the “Multiple Input Purifier” 7 and the quality of the water flowing into the reservoir using “UTSURO” meets the discharge standard value, the water in the reservoir is It is also possible to release directly to the sea.
- the purification bank is a known contact oxidation bank having a multi-cavity shown in FIG. 13, and sometimes a purification bank in which a special filter medium is assembled in accordance with the contaminated water is used.
- Fig. 14 shows a dam with special filter media.
- the water area in the reservoir and the pore water area surrounded by the purification levee can be used as a sedimentation place in the calm water area, and also used as a culture pond for various adsorbed algae in the contaminated water and cultured together with these predators. It is a water storage device using “UTSURO” characterized by collecting pollutants by collecting predators.
- Water can flow from higher pressure to lower pressure.
- the water area 4 where water is to be stored is enclosed by a double levee, forming a "water area sky (UTSURO)".
- clean water with a water level in the water channel 2 equal to or higher than the water level in the reservoir (+ ⁇ H water level difference) by making the structure without the bottom plate that can transmit the water pressure in the water channel 2 in the double dike deeply in the water bottom ground.
- the “water area sky (UTSURO)” is formed by surrounding the water area 4 where water is to be stored with a double bank as shown in the detailed view of FIG. .
- the watertight effect of the outer levee 1 and the inner dam 3 of the double levee is enhanced, the water level of the water channel 2 in the double levee body is always pumped by the pump 14, and is equal to or less than the water level of the outer water area 5 (- ⁇ H
- the water level (pressure difference) of the water level in the double dike one drop of water in the double dike can be obtained regardless of the water level in the reservoir. Water does not flow out to the outer water area 5 and has a water storage effect. In this way, water has the effect of using a force of water to store a large amount of water without leaking a single drop of water with a simple device.
- a purification device that draws up a well-known purification embankment in the shape of a link in the water storage area 4 that uses “UTSURO” and draws it from the central water area
- the purification device that purifies the incoming polluted water while introducing the sewage into the central water area of the “multiple purification device” is called “multiple input purification device” 7.
- Such a multiplex purification apparatus has the effect of purifying the contaminated water by separating the water and the contaminants, repeating the contact oxidation effect, the filter material adsorption effect, the predation effect, the ion exchange effect, and the sedimentation effect.
- the “multiple input purification device” is an inflow facility for storing in a reservoir using “UTSURO”, and intends to maintain the purification effect while inflowing contaminated water.
- the “multiple pumping and purifying device” is intended to maintain the purification effect while discharging polluted water as a discharge facility stored in a reservoir using “UTSURO”.
- Multiple purification systems are used for aquaculture of known adsorbed algae by sunlight, predation and sedimentation by organisms, and Ji1 to Jin in all water areas Ai1 to Ain and Ao1 to Aon, respectively. And repeated adsorption and predation of Jo1-Jon filter media to remove contaminants and purify contaminated water.
- the inspection result of the pumped water pumped up from the "Multiple pumping and purifying device” meets the water discharge standard value, it will be discharged to the outside water area, but if the test water quality does not meet the water discharge standard value, The charging is repeated in the “multiple type input purification device”, and after waiting for the discharge standard value of the pumped water from the “multiple type pumping purification device” to be discharged into the outer water area.
- a large amount of water can be stored without leaking one drop of contaminated water, and the environmental conservation effect of the outside water area can be maintained using the natural purification effect. Reservoirs using the “UTSURO” are water areas that always have a verifiable effect and can be restored.
- the water area of Reservoir 4 using the “UTSURO” surrounded by a double dyke has the effect of a huge water container that does not leak even a single drop, and the use effect of the waste bottom mud replacement process It is high and the radioactivity has the property of hardly permeating water, and has the effect of treating radioactive decontamination debris.
- the water area of Reservoir 4 using the “UTSURO” surrounded by double dykes is a water area that has a calm effect without waves and currents, and is a water area that will be useful in the future together with the floating structure.
- FIGS. 1 to 3 in the accompanying drawings show how water is stored by filling clean water in the double dike channel that makes up the water storage system using “UTSURO”.
- Fig. 6 shows how to store water by drying up the double dike channel that forms the water storage device using the “Utsuro” (UTSURO).
- Figures 7 to 8 show the construction method of the double levee that constitutes the “Urban water (UTSURO)”
- FIGS. 9 to 14 show the “Urban sky (UTSURO)” reservoir. It displays about the purification accompanying the discharge and inflow of the stored water stored in Fig.
- FIG. 1 is a plan view of a reservoir that uses “UTSURO”, which keeps clean water in the double dike channel 2 above the water level in the reservoir 4 and prevents the stored water 4 from flowing out.
- FIG. 6 is a plan view showing a state where the multiple pumping purification device 6 and the multiple inflow purification device 7 are installed.
- FIG. 2 is a sectional view taken along the line cc of FIG.
- Fig. 3 is a detailed cross-sectional view of an aa cross-sectional view of a water storage device using "UTSURO", which is designed to prevent outflow of stored water by filling the double dike channel with clean water. is there.
- FIG. 4 is a plan view of a water storage device using the “UTSURO” where the water level of the canal 2 in the bull dike is always kept below the sea level.
- the multiple pump purification device 6 and the multiple pump FIG. 5 is a plan view of a state where an input purification device 7 is installed.
- FIG. 5 is a cross-sectional view taken along line c′-c ′ of FIG.
- FIG. 6 is a detailed view of preventing the stored water from flowing out by keeping the water level of the double dike channel 2 below the water level of the outer water area 5.
- Figure 7 shows the construction procedure for constructing a double dike that constitutes a reservoir using “UTSURO”, and constructing a landfill by installing rubble revetments on the front 15 and inner 16 of the outer wall of the double dike.
- Fig. 8 12 and 13 water barriers and 2 water channels are dug in the site shown in Fig. 7, and a tsunami breakwater 1 is installed outside and a water break 2 is installed inside.
- 9 and FIG. 10 show a multiplex pump cleaning device, FIG. 9 is a plan view, and FIG. 10 is a sectional view thereof.
- FIGS. 11 and 12 show a multiple charging and purifying apparatus, FIG. 11 is a plan view, and FIG.
- FIG. 12 is a sectional view thereof.
- FIG. 13 is a cross-sectional view of a purification bank shown in the multiple purification method shown in FIGS. 9 to 12, and is a cross-sectional view of a known purification bank.
- FIG. 14 is a cross-sectional view of a purification bank assembled with a special filter medium.
- the present invention is intended to store water without leaking a single drop using the power of water.
- 1 to 3 show a method of storing water by filling the water channel 2 in the double bank with clean water
- FIGS. 4 to 6 show the stored water by lowering the water level of the water channel 2 in the double bank. It is a method of trying to store without leaking one drop.
- the water channel 2 in the double levee has a structure without a bottom plate that can transmit the water pressure of the water channel deeply in the bottom of the water, and in order to maintain the water tightness of each levee body of the double dam, Continuous impermeable walls 12 and 13 extending deep into the seabed ground of the levee 3 are installed.
- the water area of the reservoir area 4 is used to draw out a natural purification function, purify the polluted water, and remove contaminants to contribute to marine environmental conservation. (How to fill clean water in the channel 2 in the double dike)
- the water area 4 where water is to be stored is enclosed by a double dam that holds the water channel 2 to form a "water area sky (UTSURO)".
- the water level in the water channel 2 is always equal to or higher than the water level in the reservoir (+ ⁇ H water level difference), so that the stored water 4 flows into the clean water in the double dike channel 2 and enters the outer water area 5 Will not leak.
- clean water such as land water (river water, dam water, well water) is used.
- the seawater at the time of high tide offshore that exists naturally inexhaustively is used.
- the water area 4 where water is to be stored is enclosed by a double bank as shown in the detailed view of Fig. 6 to form a "water area sky (UTSURO)".
- Enhance the watertight effect of the outer levee 1 and inner dam 3 of the double levee, and the water level of the water channel 2 in the double levee is always equal to or lower than the water level of the outer water area 5 (- ⁇ H water level difference)
- water level (pressure) water can be stored regardless of the water level of the reservoir 4. Even if the water in the outer water area 5 permeates into the water channel 2, the water in the water channel 2 in the double bank can be stored without causing a drop of water to flow into the outer water area 5.
- the water level is pumped up by the pump 14 and returned to the reservoir 4.
- the watertight effect of each levee body of the double levee is enhanced, and the water level of the water channel 2 in the double levee body and the outer water area 5 are
- the water level (pressure) difference equal to or lower than the water level ( ⁇ H water level difference) to be small, it is possible to reduce the amount of water pumped by the pump 14.
- the reservoir water area 4 is used to make full use of a natural purification system to purify water and remove pollutants, thereby contributing to marine environment conservation.
- the polluted water is purified and polluted by natural purification such as sedimentation by the calm effect of the reservoir, decomposition and synthesis of pollutants by optical science in the reservoir, and adsorption and decomposition of contaminants by cultivation of known useful algae. It is intended to remove water contaminants.
- a purification device that draws up a well-known purification bank in a link shape in the water storage area 4 using the “UTSURO” and draws it from the central water area is called a “multiple pump purification device” 6,
- a purification device that purifies the incoming contaminated water while introducing sewage into the central water area of the “purification device” is referred to as a “multiple-type input purification device” 7.
- Such a multiplex purification apparatus purifies contaminated water by separating water and contaminants by repeating contact oxidation effect, filter medium adsorption effect, predation effect, ion exchange effect, and sedimentation effect.
- the “multiple input purification device” 7 is intended to maintain the purification effect while storing polluted water as an inflow facility for storing in the reservoir using “UTSURO”.
- the “multiple pumping and purifying device” 6 is intended to purify the stored water while discharging polluted water as a discharge facility for storing in the reservoir using “UTSURO”.
- Multiple purification systems are used to cultivate known adsorbed algae by sunlight, predation and sedimentation by living organisms in the purification water areas Ai1 to Ain of the input purification system and the purification water areas Ao1 to Aon of the pumping purification system, respectively.
- test water quality does not meet the discharge standard value of the water area, Either put it in the “Multiple-type pumping purification device” again or return it to the outer water purification area Aon of the “Multiple-type pumping purification device” 6 and purify it repeatedly. Wait until the discharge standard value is satisfied and discharge to the outside water area. (Construction of double dyke)
- a tsunami is a wave that is easily reflected. By deepening the water depth in front of the breakwater, it has the property of reflecting. By maintaining the water depth more than twice the wave height of the offshore wave, it tries to reduce the object damage by reflecting. However, the top height of the tsunami breakwater is kept higher than the estimated wave height.
- the water channel 2 in the double dike is always filled with clean water or kept below the outer water area, It is possible to configure a huge water container that does not leak one drop of contaminated water to the outside water area.
- a huge water container “UTSURO” that does not leak even one drop into the outside water area is safe for disaster prevention and can be verified and restored for environmental protection in the outside water area 5 or sea area. Has the possibility of use.
- the structure does not allow the invasion of tsunami.
- the floating objects are not affected by the earthquake. Therefore, the floating structure installed in the reservoir using “UTURO” is a structure that is free from earthquakes and tsunamis and can be used in the future together with the floating structure.
- the floating structure installed in the huge “water vessel” of the reservoir using “UTSURO”, which does not leak even a single drop, is a storage base for gas, oil, coal, etc., and a floating power plant. It becomes possible.
- waste and radioactive waste treatment such as garbage and sewage incineration ash, etc. deep in the huge “water container” of the reservoir using “UTSURO” that does not leak even a single drop Unlike the land, there is almost no groundwater flow on the seabed, and it is possible to prevent waste leachate. Moreover, water has the property of not transmitting radioactivity. Radioactive treatment is possible by inserting a large amount of radioactive decontamination soil generated by the nuclear accident into the deep water in the bottom of mud, “UTSURO”, which does not leak a single drop into the outside water area. Have sex. In this way, a reservoir using “UTSURO” is a safe and verifiable water area that can be treated in large quantities at low cost and has high industrial applicability.
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Abstract
Description
本願発明は「水域の空(UTSURO)」内に設置した貯水装置に関する。 発 明 The present invention relates to a water storage device installed in “UTSURO”.
水位変化のある水域を堤体構造で囲い締め切る囲繞水域を「水域の空(UTSURO)」と言う。2011年11月2日に「水域の空(UTSURO)」内に設置した廃棄物の底泥深層置換処理法(PCT/JP2011/075254)を発明し廃棄物の汚染水の海域汚染の防御を提案した。
陸域水が海に流入すればすべて水が海の水となる。又、汚染水が海域に流入し、海域環境に大きな影響を及ぼす。
これら莫大な陸水や汚染水を自然の力を利用して、一滴の水も漏らさず簡単な構造で貯溜する貯水装置を提案するものである。
また、自然はでっかい除去装置である。流入汚染水を貯留し、自然の浄化力を利用して浄化し、汚染物を除去しようとするのが「洋の空(UTSURO)」を利用した貯水装置である。
特に、放射能汚染水は国を挙げて大きな問題となっており、この莫大な汚染水を一滴も漏らさず貯留し、この汚染水を自然の浄化力を利用して、浄化し、汚染物を除去しようとするのが『「水域の空(UTSURO)」を利用した貯水装置』である。
If terrestrial water flows into the sea, all the water becomes sea water. In addition, contaminated water flows into the sea area and has a great impact on the sea environment.
We propose a water storage device that uses a natural force to store these enormous land water and contaminated water with a simple structure without leaking a drop of water.
Nature is a huge removal device. A storage device that uses the “UTSURO” to store incoming polluted water, purify it using natural purification power, and remove contaminants.
In particular, radioactively contaminated water has become a major problem for the whole country, and this huge amount of contaminated water is stored without leaking, and this contaminated water is purified using natural purification power to remove contaminated water. What is going to be removed is a “water storage device that uses“ UTSURO ””.
(水の貯留)水は水の力で、汚染水は清浄水で阻止しようとするのが『「水域の空(UTSURO)」を利用した貯水装置』である。
水は高い所から低い所に流れる。(即ち水は圧力の高い方から低い方に流れる。)
圧力の高い水域と圧力低い水域の間に壁を設置すると、圧力の高い水域の水は、圧力の低い水域に流れようとする。
一方 圧力の低い水域の水は絶対に圧力の高い水域に流れることがない。
圧力の高い水域と 圧力の低い水域の間の壁の水密性を高め、圧力の高い水域の水を清浄水とし、圧力の低い水域の水を汚染水とすれば、圧力の低い水域の汚染水は、圧力の高い清浄水域に流入することがない。
このため、汚染水を貯留しようとする水域を、水路を保持したダブル堤で囲い締め切る「水域の空(UTSURO)」を構成し、ダブル堤体の其々の堤体の水密性を高める為、其々の堤体に連続した遮水壁を設置し、時には海底地盤深くに到達する公知の矢板やコンクリートの連続遮水壁を設置し、其々の堤体の漏水防止工を設置する。
ダブル堤体内の水路2の水圧が地盤深く伝達可能にするため底板の無い水路とし、この水路2に清浄水を常に貯留水(汚染)の水位より同等以上に満たす方法と、水路の水位を常に外水位同等以下に保持する方法が考えられる。
(水路に清浄水を満たす方法)
(Reservation of water) Water is the power of water, and contaminated water is clean water. The “water storage device using the UTSURO” is the “water storage device”.
Water flows from high to low. (That is, water flows from higher pressure to lower pressure.)
If a wall is installed between a high-pressure water area and a low-pressure water area, the water in the high-pressure water area will flow into the low-pressure water area.
On the other hand, water in a low-pressure water area never flows into a high-pressure water area.
If the water tightness of the wall between the high-pressure water area and the low-pressure water area is improved, the water in the high-pressure water area becomes clean water, and the water in the low-pressure water area becomes contaminated water, the contaminated water in the low-pressure water area Does not flow into clean water areas with high pressure.
For this reason, in order to improve the water tightness of each levee body of the double levee body, the water area where the contaminated water is to be stored is enclosed by a double levee that holds the waterway, and the “water area sky (UTSURO)” is constructed. A continuous impermeable wall is installed in each levee, and a known sheet pile or concrete continuous impermeable wall that reaches deep in the seabed is sometimes installed, and a water leakage prevention work for each levee is installed.
In order to allow the water pressure of the
(How to fill the waterway with clean water)
貯留しようとする水域に水路を保持したダブル堤で囲い締め切る。このダブル堤体内の水路に貯水池の貯留水位(圧)同等以上の清浄水を満たすことにより、囲い締め切られた貯溜水は、水路2の清浄水を透過して1滴の貯溜水(汚染)も、外水域に流出する事がない。
さらに、ダブル堤体内に清浄水を満たす方法としては、公知の浄化装置で浄化した浄化水をダブル堤体内に投入する。陸水(きれいな河川や池)の清浄水を取り入れる(淡水と海水の場合比重に配慮)。満潮時の海水を貯留する。(この場合、貯留水に海水の浸透が許される場合のみ)等貯留水の性質や貯留目的により配慮する。
(水路の水位を下げる方法)
Enclose with a double dike holding a waterway in the water area to be stored. By filling this double dike body with clean water equal to or higher than the reservoir water level (pressure) of the reservoir, the enclosed reservoir water passes through the clean water in the
Furthermore, as a method for filling the double levee with clean water, purified water purified by a known purification device is introduced into the double levee. Intake clean water from land water (clean rivers and ponds) (consider the specific gravity of fresh water and seawater). Stores seawater at high tide. (In this case, only when seawater is allowed to penetrate into the stored water) Consider the nature of the stored water and the purpose of storage.
(How to lower the water level in a waterway)
ダブル堤体内の水路2の水位を常に外水5の水位以下に保持する方法については、外水位5とダブル堤体内の水路2の水位を感知する公知のセンサを利用して、水路2の水位を常に外水位以下に保持するようポンプ14で貯水池4に排出し、ダブル堤体内の水路2の水位を常に外水位以下に保持することにより、囲い締め切られた「水域の空(UTSURO)」を利用した貯水池の水は1滴も外水域5に流出する事がない。
汲み上げポンプ14の排水量を少なくするには、ダブル堤の水密性を高める事と外水域5と水路2の水位差を小さくすることにより、汲み上げ水量が少なくなる。
又、貯留された汚染水は自然の浄化機能を酷使し、汚染水を浄化して、外水域5に排出する。
(貯水池内の汚染水の浄化)
About the method of always keeping the water level of the
In order to reduce the drainage amount of the
The stored contaminated water overuses the natural purification function, purifies the contaminated water, and discharges it to the
(Purification of contaminated water in the reservoir)
「水域の空(UTSURO)」を利用した貯水池内4に汚染水を貯留した場合、自然の浄化機能を酷使し、貯留汚染水を浄化し、汚染物を除去する。
貯水池4内に浄化堤をリンク状に重ねて設置した、多重浄化装置の、中央から汲み上げる浄化装置を、「多重式汲上浄化装置」6と言い、多重浄化装置の中央に汚水を投入する浄化装置を「多重式投入浄化装置」7と言う。
「多重式汲上浄化装置」6は「水域の空(UTSURO)」を利用した貯水池の排水装置として利用し、「多重式投入浄化装置」7は「水域の空(UTSURO)」を利用した貯水池への流入装置として利用する。
「多重式汲上浄化装置」より汲み上げた貯溜水の水質検査結果が公知の放流基準値を満たしていれば、外域に放流するが、検査水質が公知の放流基準値を満たしていなければ、再度、「浄化装置」に投入を繰り返し、「多重式汲上浄化装置」6により汲みあげ水の放流基準値を満たすのを待って外水域に放流する。
また、浄化された水は水路2の清浄水として利用が可能である。
「多重式投入浄化装置」7により汚染水が浄化され、「水域の空(UTSURO)」を利用した貯水池に流入された水の水質が放流基準値を満たしていれば、貯水池内の水を海域に直接自然放流する事も可能である。
本来、浄化堤は図13図に示す公知の多空隙を有する接触酸化堤であり、時には、汚染水に合わせて特殊の濾材を組みした浄化堤を利用する。
特殊の濾材を組みした浄化堤は第14図に示すものである。
また、貯水池内の水域や浄化堤で囲われた間隙水域は静穏水域で沈殿地として活用すると共に、汚染水の各種の吸着藻類の培養池とて利用し、これらの捕食生物と合わせて培養し、捕食生物の取上げにより汚染物を回収することを特徴とする「水域の空(UTSURO)」を利用した貯水装置である。
When contaminated water is stored in the
The purification device pumping up from the center of the multiple purification device installed in the
“Multiple pumping purification device” 6 is used as a drainage device for the reservoir using “Urban water (UTSURO)”, and “Multiple input purification device” 7 is used for the reservoir using “Urban water (UTSURO)”. Used as an inflow device.
If the water quality test result of the stored water pumped up from the "Multiple pumping and purifying device" satisfies the known discharge standard value, it will be discharged to the outside area, but if the test water quality does not meet the known discharge standard value, again, The “purification device” is repeatedly charged, and after waiting for the pumping water discharge reference value to be satisfied by the “multiple pumping purification device” 6, it is discharged to the outside water area.
The purified water can be used as clean water in the
If the contaminated water is purified by the “Multiple Input Purifier” 7 and the quality of the water flowing into the reservoir using “UTSURO” meets the discharge standard value, the water in the reservoir is It is also possible to release directly to the sea.
Originally, the purification bank is a known contact oxidation bank having a multi-cavity shown in FIG. 13, and sometimes a purification bank in which a special filter medium is assembled in accordance with the contaminated water is used.
Fig. 14 shows a dam with special filter media.
In addition, the water area in the reservoir and the pore water area surrounded by the purification levee can be used as a sedimentation place in the calm water area, and also used as a culture pond for various adsorbed algae in the contaminated water and cultured together with these predators. It is a water storage device using “UTSURO” characterized by collecting pollutants by collecting predators.
水は圧力の高い所から圧力の低い方にながれる。
第1図~第2図に示すように、水を貯溜しようとする水域4をダブル堤により囲い締め切る「水域の空(UTSURO)」を構成し、ダブル堤内の水路2は第3図の詳細図に示すようにダブル堤内の水路2内の水圧が水底地盤深く伝達可能な底板の無い構造とすることにより、水路2の水位を貯水池の水位より同等以上(+△Hの水位差)の清浄水を常に満たす事により、清浄水の巨大な水の器としての効果があり、貯溜水(汚染水)は、清浄水を透過して、外海域5に1滴の水も流出することがなく貯溜する効果を有する。
Water can flow from higher pressure to lower pressure.
As shown in Fig. 1 to Fig. 2, the
又、第4図~第5図に示すように、水を貯溜しようとする水域4を、第6図の詳細図に示すようなダブル堤で囲い締め切る「水域の空(UTSURO)」を構成し、ダブル堤の外堤1及び内堤3の其々の堤体の水密効果を高め、ダブル堤体内の水路2の水位を常にポンプ14で汲み上げ、外水域5の水位と同等以下(-△Hの水位差)の水位(圧)を保持することにより、貯水池の水位に関係なく、外水域5の水が水路2内に浸透することがあってもダブル堤内の水路2の水は、1滴の水も外水域5に流出することがなく水の貯溜効果を有する。
このように、水は水の力を利用して、簡単な装置で、しかも大量の水を1滴の水も漏らさず貯留することが可能な効果を有する。
Moreover, as shown in FIGS. 4 to 5, the “water area sky (UTSURO)” is formed by surrounding the
In this way, water has the effect of using a force of water to store a large amount of water without leaking a single drop of water with a simple device.
なお「水域の空(UTSURO)」を利用した貯水池内4に汚染水を貯留する場合には、貯水池の静穏効果による沈殿効果をはじめ、貯水池内の光科学効果による汚染物の分解、合成効果、更に公知の有用藻類の培養による汚染物の吸着分解等の自然浄化効果や汚染物の除去効果を引き出し、汚染水の汚染物を除去効果が可能である。
さらに、これらの効果を引き出すために「水域の空(UTSURO)」を利用した貯水域4内に、公知の浄化堤をリンク状に重ね、中央水域から汲み上げる浄化装置を、「多重式汲上浄化装置」6と言い、「多重浄化装置」の中央水域に汚水を投入しながら、流入汚染水を浄化する浄化装置を「多重式投入浄化装置」7と言う。
このような多重式浄化装置は接触酸化効果や濾材の吸着効果、捕食効果、イオン交換作用効果、沈降効果繰り返し、水と汚染物を分離して汚染水を浄化させる効果を有する。
中でも、「多重式投入浄化装置」は「水域の空(UTSURO)」を利用した貯水池内に貯留する流入施設として汚染水を流入しながら浄化効果を保持しようとするものである。
また、「多重式汲上浄化装置」は「水域の空(UTSURO)」を利用した貯水池内に貯留する排出施設として汚染水を排出しながら浄化効果を保持しようとするものである。
多重式浄化装置は其々Ai1~AinおよびAo1~Aonのすべての水域で太陽光による公知の吸着藻類等の養殖や生物による捕食や沈降作用とJi1~Jin
およびJo1~Jon濾材の吸着や捕食を繰り返し、汚染物を除去し、汚染水を
浄化する。
「多重式汲上浄化装置」より汲み上げた、汲み上げ水の検査結果が水域放流基準値を満たしていれば、外水域に放流するが、検査水質が水域の放流基準値を満たしていなければ、再度、「多重式投入浄化装置」に投入を繰り返し、「多重式汲上浄化装置」より汲みあげ水の水域の放流基準値を満たすのを待って外水域に放流する。
以上のように、一滴の汚染水も漏らすことなく、大量の水を貯留し、自然の浄化効果を利用して外水域の環境保全効果を保持する事が出来るダブル堤で囲われた「水域の空(UTSURO)」を利用した貯水池は常に検証可能効果を有する水域で、修復効果の可能な水域である。外水域5即ち海洋の環境保全効果高い装置である。
ダブル堤で囲われた「水域の空(UTSURO)」を利用した貯水池4の水域は1滴も漏らさない巨大な水の器の効果を有し、廃棄物の底泥深層置換処理の利用効果も高く、放射能は水を透過しにくい性質があり、放射能除染ガレキの処理効果を有する。
また、ダブル堤で囲われた「水域の空(UTSURO)」を利用した貯水池4の水域は波浪や流れの無い静穏効果を有する水域で将来とも浮体構造と合わせて利用効果のある水域である。
In addition, when storing contaminated water in the
Furthermore, in order to bring out these effects, a purification device that draws up a well-known purification embankment in the shape of a link in the
Such a multiplex purification apparatus has the effect of purifying the contaminated water by separating the water and the contaminants, repeating the contact oxidation effect, the filter material adsorption effect, the predation effect, the ion exchange effect, and the sedimentation effect.
Among them, the “multiple input purification device” is an inflow facility for storing in a reservoir using “UTSURO”, and intends to maintain the purification effect while inflowing contaminated water.
In addition, the “multiple pumping and purifying device” is intended to maintain the purification effect while discharging polluted water as a discharge facility stored in a reservoir using “UTSURO”.
Multiple purification systems are used for aquaculture of known adsorbed algae by sunlight, predation and sedimentation by organisms, and Ji1 to Jin in all water areas Ai1 to Ain and Ao1 to Aon, respectively.
And repeated adsorption and predation of Jo1-Jon filter media to remove contaminants and purify contaminated water.
If the inspection result of the pumped water pumped up from the "Multiple pumping and purifying device" meets the water discharge standard value, it will be discharged to the outside water area, but if the test water quality does not meet the water discharge standard value, The charging is repeated in the “multiple type input purification device”, and after waiting for the discharge standard value of the pumped water from the “multiple type pumping purification device” to be discharged into the outer water area.
As mentioned above, a large amount of water can be stored without leaking one drop of contaminated water, and the environmental conservation effect of the outside water area can be maintained using the natural purification effect. Reservoirs using the “UTSURO” are water areas that always have a verifiable effect and can be restored. It is a device having a high environmental conservation effect in the
The water area of
In addition, the water area of
添付図面の第1図~第3図は「水域の空(UTSURO)」を利用した貯水装置
を構成するダブル堤の水路に清浄水を満たす事により水を貯水する方法について表し、第4図‐第6図は、「水域の空(UTSURO)」を利用した貯水装置を構成するダブル堤の水路を乾し上げて貯水する方法を示した。
また、第7図~第8図については「水域の空(UTSURO)」を構成するダブル堤の施工の方法について、第9図~第14図は「水域の空(UTSURO)」を利用した貯水池に貯留した貯溜水の排出と流入にともなう浄化について表示す。
図1はダブル堤内の水路2に清浄水を常に貯水池内4の水位以上に満たし、貯留水4の流出を阻止する「水域の空(UTSURO)」を利用した貯水池の平面図で、貯水池4内に、多重式汲上浄化装置6及び多重式流入浄化装置7が設置された状態の平面図である。
図2は1図のc-c断面図である。
図3は「水域の空(UTSURO)」を利用した貯水装置の平面図のa-a横断面図でダブル堤の水路に清浄水を満たす事により貯留水の流出を阻止しようとする詳細図である。
図4はブル堤内の水路2の水位を常に海水面以下に保持した「水域の空(UTSURO)」を利用した貯水装置の平面図で、貯水池4内に、多重式汲上浄化装置6及び多重式投入浄化装置7が設置された状態の平面図である。
図5は第4図のc´― c´の断面図である。
図6はダブル堤の水路2の水位を外水域5の水位以下に保持する事により貯留水の流出を阻止する詳細図である。
図7は「水域の空(UTSURO)」を利用した貯水池を構成するダブル堤を構築する施工手順として、ダブル堤の外郭部の前側15及び内側16に捨石護岸を設置して、埋立地を造成する横断図を表す。
図8は第7図の造成地に12および,13の止水壁と2の水路を掘り、外側には津波防波堤1と内側には止水堤2を設置する。ダブル堤の構築横断面図である。
図9・図10は多重式汲上浄化装置で、図9は平面で、図10はこの断面図である。
図11・図12は多重式投入浄化装置で、図11は平面図で、図12はこの断面図である。
第13図は第9図~第12図に示す多重式浄化法に示す浄化堤の断面図で、公知の浄化堤の断面図である。
図14は特殊の濾材を組みした浄化堤の断面図である。
Figures 1 to 3 in the accompanying drawings show how water is stored by filling clean water in the double dike channel that makes up the water storage system using “UTSURO”. Fig. 6 shows how to store water by drying up the double dike channel that forms the water storage device using the “Utsuro” (UTSURO).
Figures 7 to 8 show the construction method of the double levee that constitutes the “Urban water (UTSURO)”, and FIGS. 9 to 14 show the “Urban sky (UTSURO)” reservoir. It displays about the purification accompanying the discharge and inflow of the stored water stored in
Fig. 1 is a plan view of a reservoir that uses “UTSURO”, which keeps clean water in the
FIG. 2 is a sectional view taken along the line cc of FIG.
Fig. 3 is a detailed cross-sectional view of an aa cross-sectional view of a water storage device using "UTSURO", which is designed to prevent outflow of stored water by filling the double dike channel with clean water. is there.
Fig. 4 is a plan view of a water storage device using the “UTSURO” where the water level of the
FIG. 5 is a cross-sectional view taken along line c′-c ′ of FIG.
FIG. 6 is a detailed view of preventing the stored water from flowing out by keeping the water level of the
Figure 7 shows the construction procedure for constructing a double dike that constitutes a reservoir using “UTSURO”, and constructing a landfill by installing rubble revetments on the front 15 and inner 16 of the outer wall of the double dike. Represents a cross section.
In Fig. 8, 12 and 13 water barriers and 2 water channels are dug in the site shown in Fig. 7, and a
9 and FIG. 10 show a multiplex pump cleaning device, FIG. 9 is a plan view, and FIG. 10 is a sectional view thereof.
FIGS. 11 and 12 show a multiple charging and purifying apparatus, FIG. 11 is a plan view, and FIG. 12 is a sectional view thereof.
FIG. 13 is a cross-sectional view of a purification bank shown in the multiple purification method shown in FIGS. 9 to 12, and is a cross-sectional view of a known purification bank.
FIG. 14 is a cross-sectional view of a purification bank assembled with a special filter medium.
本願発明をより詳細に説述するために、添付図面に従ってこれを説明する。
本願発明は、水の力を利用して、一滴も漏らさず水を貯留しようとするもので、
ダブル堤内の水路2に清浄水を満たす方法と、ダブル堤内の水路2の水位を外水域5同等以下に下げることにより水の流出を防止する方法の形態がある。
第1図~第3図はダブル堤内の水路2に清浄水を満たすことにより水を貯留しようとする方法で、第4図~第6図はダブル堤内の水路2の水位を下げることにより貯留水を1滴も漏らさず貯留しようとする方法である。
なお、このダブル堤内の水路2については、水路の水圧が水底地盤深く伝達可能な底板の無い構造とし、さらに、ダブル堤の其々の堤体の水密性を保持する為、外堤1及び内堤3の海底地盤深くに至る連続遮水壁12・13を設置するものである。
また、貯水池4に汚染水を貯留した場合には貯水域4の水域を利用して、自然の浄化機能を引き出し、汚染水を浄化し、汚染物を除去して海域環境保全に寄与しようとするものである
(ダブル堤内の水路2に清浄水を満たす方法)
In order to describe the present invention in more detail, this will be described with reference to the accompanying drawings.
The present invention is intended to store water without leaking a single drop using the power of water.
There are a method of filling the
1 to 3 show a method of storing water by filling the
In addition, the
In addition, when polluted water is stored in the
第1図~第2図に示すように、水を貯溜しようとする水域4を、水路2を保持するダブル堤により囲い締め切る「水域の空(UTSURO)」を構成し、第3図の詳細図に示すように水路2の水位を常に貯水池の水位同等以上(+△Hの水位差)に清浄水を満たすことにより、貯留水4は、ダブル堤の水路2の清浄水に流入し外水域5に流出することがない。
ダブル堤内の水路2に清浄水を満たす方法として、第1図に示すように基本的には貯留水の浄化した清浄水を利用する。他に、陸水(河川水、ため池(ダム)水、井戸水)のきれいな水を使用する。更に、自然に無尽蔵に現地に存在する沖合の満潮時の海水を利用する。(但し貯留水に海水等浸透被害に要注意)等の方法がある。
したがって、外海域5に1滴の水も流出することがない巨大な水の器としての貯水池が構築される.
(ダブル堤内の水路2の水位を外水位同等以下に下げる方法)
As shown in Fig. 1 to Fig. 2, the
As a method of filling the
Therefore, a reservoir is constructed as a huge water vessel in which no drop of water flows into the
(Method to lower the water level of the
又、第4図~第6図に示すように、水を貯溜しようとする水域4を、第6図の詳細図に示すようなダブル堤で囲い締め切る「水域の空(UTSURO)」を構成し、ダブル堤の外堤1及び内堤3の其々の堤体の水密効果を高め、ダブル堤体内の水路2の水位を常に、外水域5の水位と同等以下(-△Hの水位差)の水位(圧)を保持することにより、貯水池4の水位に関係なく水を貯留することができる。
外水域5の水が水路2内に浸透することがあってもダブル堤内の水路2の水は、1滴の水も外水域5に流出することがなく貯溜することが可能である。
外水域5の水位と同等以下(-△Hの水位差)の水位(圧)を保持する方法についてはポンプ14で汲み上げ、貯水池4に還元する。
また、ポンプ14で汲み上げ水量を少なくする為には、ダブル堤の其々
の堤体の水密効果を高めると共に、公知のセンサを利用してダブル堤体内の水路2の水位と、外水域5の水位と同等以下(-△Hの水位差)の水位(圧)差を常に小さく保持することにより、ポンプ14で汲み上げ水量を少なくする事が可能となる。
(貯留汚染水の浄化)
Also, as shown in Fig. 4 to Fig. 6, the
Even if the water in the
For a method of maintaining a water level (pressure) equal to or lower than the water level in the outer water area 5 (−ΔH water level difference), the water level is pumped up by the
In addition, in order to reduce the amount of water pumped up by the
(Purification of stored contaminated water)
汚染水を貯留した場合、自然はでっかい浄化装置である。貯留水域4を利用して、自然の浄化システムを駆使し、水を浄化し、汚染物を除去して、海域環境保全に寄与しようとするものである。
本来、貯水池の静穏効果による沈殿、貯水池内の光科学作用による汚染物の分解、合成、更に公知の有用藻類の培養による汚染物の吸着分解等の自然浄化作用により、汚染水を浄化し、汚染水の汚染物を除去しようとするものである。
従って、「水域の空(UTSURO)」を利用した貯水域4内に、公知の浄化堤をリンク状に重ね、中央水域から汲み上げる浄化装置を、「多重式汲上浄化装置」6と言い、「多重浄化装置」の中央水域に汚水を投入しながら、流入汚染水を浄化する浄化装置を「多重式投入浄化装置」7と言う。
このような多重式浄化装置は接触酸化効果や濾材の吸着効果、捕食効果、イオン交換作用効果、沈降効果繰り返し、水と汚染物を分離して汚染水を浄化するものである。
中でも、「多重式投入浄化装置」7は「水域の空(UTSURO)」を利用した貯水池内に貯留する流入施設として汚染水を貯留しながら浄化効果を保持しようとするものである。
また、「多重式汲上浄化装置」6は「水域の空(UTSURO)」を利用した貯水池内に貯留する排出施設として汚染水を排出しながら貯溜水を浄化しようとするものである。
多重式浄化装置は其々投入浄化装置の浄化水域Ai1~Ainおよび汲上浄化装置の其々の浄化水域Ao1~Aonで太陽光による公知の吸着藻類等の養殖や生物による捕食や沈降作用や其々投入浄化装置の浄化堤Ji1~Jinおよび汲上浄化装置の其々の浄化堤Jo1~Jonの濾材の吸着や捕食を繰り返し、汚染物を除去し、汚染水を浄化する。
時には浄化水域の藻類の刈り取り、沈降水域のヘドロの浚渫、吸着濾材の取り換えメンテの実施を行う。
「多重式汲上浄化装置」6より汲み上げた、汲み上げ水の検査結果が外水域放流基準値を満たしていれば、外水域に放流するが、検査水質が水域の放流基準値を満たしていなければ、再度、「多重式投入浄化装置」に投入するか、「多重式汲上浄化装置」6の外郭の浄化水域Aonの水域に戻し、繰り返し浄化し、「多重式汲上浄化装置」より汲みあげ水の水域の放流基準値を満たすのを待って外水域に放流する。
(ダブル堤の構築)
When contaminated water is stored, nature is a huge purification device. The
Originally, the polluted water is purified and polluted by natural purification such as sedimentation by the calm effect of the reservoir, decomposition and synthesis of pollutants by optical science in the reservoir, and adsorption and decomposition of contaminants by cultivation of known useful algae. It is intended to remove water contaminants.
Therefore, a purification device that draws up a well-known purification bank in a link shape in the
Such a multiplex purification apparatus purifies contaminated water by separating water and contaminants by repeating contact oxidation effect, filter medium adsorption effect, predation effect, ion exchange effect, and sedimentation effect.
Among them, the “multiple input purification device” 7 is intended to maintain the purification effect while storing polluted water as an inflow facility for storing in the reservoir using “UTSURO”.
Further, the “multiple pumping and purifying device” 6 is intended to purify the stored water while discharging polluted water as a discharge facility for storing in the reservoir using “UTSURO”.
Multiple purification systems are used to cultivate known adsorbed algae by sunlight, predation and sedimentation by living organisms in the purification water areas Ai1 to Ain of the input purification system and the purification water areas Ao1 to Aon of the pumping purification system, respectively. Repeated adsorption and predation of filter media on the purification rectifiers Ji1 to Jin of the input purification device and the purification rectifiers Jo1 to Jon of the pumping purification device to remove the contaminants and purify the contaminated water.
Occasionally, the algae is cut in the purified water area, the sludge pits in the settled water area, and the adsorption filter medium are replaced.
If the inspection result of the pumped water pumped from “Multiple pumping and purifying device” 6 satisfies the discharge standard value of the outer water area, it is discharged to the outer water area. If the test water quality does not meet the discharge standard value of the water area, Either put it in the “Multiple-type pumping purification device” again or return it to the outer water purification area Aon of the “Multiple-type pumping purification device” 6 and purify it repeatedly. Wait until the discharge standard value is satisfied and discharge to the outside water area.
(Construction of double dyke)
「水域の空(UTSURO)」を利用した貯水池を構成するダブル堤2の構築については第7図に示すように沖合の捨石堤15及び内側の捨石堤16を設置し、この間を土砂で埋立17し、貯水池を締め切るベルト状の埋立地を構築し、この中に水路2を掘削し、この土砂を利用して、外側には堤体1を高くし、津波防波堤を設置して、内側は貯水池の堤体3としてダブル堤を構築するが、この過程で其々の貯水高に合わせて、海底地盤深くに至る公知の矢板やコンクリート等による連続遮水壁12・13を設置する。
(津波防波堤)
本来、津波は波長が長く莫大なエネルギーを保持しており、砕波させると津波のエネルギーが放出される為波高が高くなり大変である。1方、津波は反射のし易い波である。防波堤の前面の水深を深くすることにより、反射する性質がある。沖波の波高の約2倍以上の水深を保持することにより反射させ対物被害を少なくしようとする。しかし津波防波堤の天端高は既往想定波高以上に保持する。
Regarding the construction of the
(Tsunami breakwater)
Originally, the tsunami has a long wavelength and holds a huge amount of energy. When breaking a wave, the tsunami energy is released and the wave height becomes high. On the other hand, a tsunami is a wave that is easily reflected. By deepening the water depth in front of the breakwater, it has the property of reflecting. By maintaining the water depth more than twice the wave height of the offshore wave, it tries to reduce the object damage by reflecting. However, the top height of the tsunami breakwater is kept higher than the estimated wave height.
水を貯溜しようとする水域4をダブル堤により囲い締め切る「水域の空(UTSURO)」を構成し、ダブル堤内の水路2に清浄水を常に満たすか、または、外水域以下に保持することにより、1滴汚染水も外水域に漏らす事の無い巨大な水の器が構成する事が可能である。
1滴も外水域に漏らさない巨大な水の器「水域の空(UTSURO)」は防災上安全で外水域5即ち海域の環境保全のために検証や修復が可能であるシステムとして産業上多くの利用の可能性を有する。
By constructing the “UTSURO” that shuts off the
A huge water container “UTSURO” that does not leak even one drop into the outside water area is safe for disaster prevention and can be verified and restored for environmental protection in the
将来、人類文明を維持してゆく為に飲み水が不足すると言う。
この、貴重な河川の水が海に流入すれば、ただの海水となる。ダブル堤で囲い締め切る巨大な『「水域の空(UTSURO)」を利用した貯水装置』4を構成する事により大量の用水を貯水することが可能となる。
In the future, it is said that there will be insufficient drinking water to maintain human civilization.
If this precious river water flows into the sea, it becomes just seawater. It is possible to store a large amount of water by constructing a huge “water storage device using the“ UTSURO ”” 4 that is enclosed by a double bank.
また、海域環境を保全する為、海域に流入する大量の汚染水(下水、排水等)、 中でも、放射能の汚染水問題は大きな社会問題となっており、このような汚染水を一滴も漏らさず『「水域の空(UTSURO)」を利用した貯水池』4内に貯留し、自然の力で浄化して、汚染水の再利用や海域保全に寄与するシステムで
貯溜汚染水を一滴も漏らさずに『「水域の空(UTSURO)」を利用した貯水池』4に、貯留し「多重式投入浄化法」7や「多重式汲上浄化法」6を駆使して水を浄化することが可能である。
In addition, in order to preserve the marine environment, a large amount of contaminated water (sewage, drainage, etc.) flowing into the marine area, especially the radioactive polluted water problem has become a major social problem, and even a drop of such contaminated water is leaked. “Reservoir using“ UTSURO ”” is stored in the
ダブル堤で、囲い締め切られた巨大な『「水域の空(UTSURO)」を利用した貯水装置』の貯溜水域4は静穏水域で、波や流れの無い水域である。
ダブル堤の前面外郭堤防1を高くし、津波防御堤とすることにより、津波の侵入を許さない構造となる。さらに、浮いた物は地震の影響を受けない。
従って、『「水域の空(UTSURO)」を利用した貯水池内に設置された浮体構造は地震や津波の無い構造物で、浮体構造と合わせて将来利用が可能となる。
一滴も漏らさない「水域の空(UTSURO)」を利用した貯水池の巨大な『水の器』内に設置した浮体構造物は、ガス、オイル、石炭等の貯留基地、浮体式発電所の設置が可能となる。
By making the front
Therefore, the floating structure installed in the reservoir using “UTURO” is a structure that is free from earthquakes and tsunamis and can be used in the future together with the floating structure.
The floating structure installed in the huge “water vessel” of the reservoir using “UTSURO”, which does not leak even a single drop, is a storage base for gas, oil, coal, etc., and a floating power plant. It becomes possible.
更に、一滴も漏らさない「水域の空(UTSURO)」を利用した貯水池の巨大な『水の器』内の底泥深くに、ごみや下水の焼却灰、などの廃棄物や放射性廃棄物処理は証可能で、陸域と違い、海底は地下水の流れが殆どなく、廃棄物の浸出水の阻止が可能である。
また、水は放射能を透過しない性質がある。原発の事故により大量に発生した放射能除染土を1滴も外水域に漏らさない巨大な水の器「水域の空(UTSURO)」の底泥深層深く挿入することにより、放射能処理の可能性を有する。
このように「水域の空(UTSURO)」を利用した貯水池は環境保全上安全でしかも検証可能な水域で安価で大量に処理が可能で産業上の利用の可能性が高い。
In addition, waste and radioactive waste treatment such as garbage and sewage incineration ash, etc. deep in the huge “water container” of the reservoir using “UTSURO” that does not leak even a single drop Unlike the land, there is almost no groundwater flow on the seabed, and it is possible to prevent waste leachate.
Moreover, water has the property of not transmitting radioactivity. Radioactive treatment is possible by inserting a large amount of radioactive decontamination soil generated by the nuclear accident into the deep water in the bottom of mud, “UTSURO”, which does not leak a single drop into the outside water area. Have sex.
In this way, a reservoir using “UTSURO” is a safe and verifiable water area that can be treated in large quantities at low cost and has high industrial applicability.
1: 「水域の空(UTSURO)」を利用した貯水池を構成するダブル堤の外郭堤防で津波防御堤である。
2: 「水域の空(UTSURO)」を利用した貯水池を構成するダブル堤の水路である。
3: 「水域の空(UTSURO)」を利用した貯水池を構成するダブル堤の内堤である。
4: 「水域の空(UTSURO)」を構成した貯水域である。
5: 外水域(外洋)
6: 「水域の空(UTSURO)」を利用した貯水池内に設置した汲み上げ浄化設備
7: 「水域の空(UTSURO)」を利用した貯水池内に設置した投入式浄化設備
8: 「水域の空(UTSURO)」を利用した貯水池の排水及びダブル堤の水位調整ゲート
9: 水の流れの方向
10: バルブで切り替え変え装置
11: 海底地盤
12: ダブル堤を構成する外郭堤の止水壁
13: ダブル堤を構成する内堤の止水壁内堤の止水壁
14: ポンプ
15: ダブル堤を構成する外郭堤の捨石護岸
16: ダブル堤を構成する内堤の捨石護岸
17: ダブル堤を築造する埋め立て土砂
18: 浄化堤を構成する一般濾材
19: 浄化堤の特殊濾材
20: 浄化堤の濾材を透過する水の流れ
(記号)
FHL:ダブル堤の水路の水面(圧)を常に貯水池内に清浄水を満たした水
面 DWL:ダブル堤の水路の水面(圧)を常に海水面以下に保持した水面
ΔH:ダブル堤の水路に清浄水を満たした場合には、清浄水の水面(圧)
と貯水池の水位(圧)の差。
ダブル堤の水路の水位を下げた場合には、ダブル堤内の水位(圧)と海水位(圧)の差。
HWL:満潮水面
LWL:干潮水面
WT:水質検査
P :ポンプ装置を示す
JO1:吸い上げポンプ口のAO1水域を囲う浄化堤
JO2:AO2水域を囲う浄化堤
JO3:AO3水域を囲う浄化堤
AO1:浄化堤JO1で囲われた浄化水域
AO2:浄化堤JO1と浄化堤JO2で囲われた浄化水域
AO3:浄化堤JO2と浄化堤JO3で囲われた浄化水域
Ji1:投入ポンプ口のAi1水域を囲う浄化堤
Ji2:Ai2水域を囲う浄化堤
Ji3:Ai3水域を囲う浄化堤
Ai1:浄化堤Ji1で囲われた浄化水域
Ai2:浄化堤Ji1と浄化堤Ji2で囲われた浄化水域
Ai3:浄化堤Ji2と浄化堤Ji3で囲われた浄化水域
1: It is a tsunami defense dike with a double dike outer dike that constitutes a reservoir using “UTSURO”.
2: This is a double dike channel that forms a reservoir using the “UTSURO”.
3: This is an inner dyke of a double dyke that constitutes a reservoir using “UTSURO”.
4: This is a water storage area that constitutes “UTSURO”.
5: Outside water area (open ocean)
6: Pumping and purification equipment installed in the reservoir using “UTSURO” 7: Input-type purification equipment installed in the reservoir using “UTSURO” 8: “Air in the water ( UTSURO) ”Reservoir drainage and double dike water level adjustment gate 9: Direction of water flow 10: Changeover device with valve 11: Submarine ground 12: Reservoir wall of outer dike constituting double dike 13: Double Inner levee breakwater 14: Pump 15: Outer levee rubble 16: Double dam rubble 17: Double levee Reclaimed earth and sand 18: General filter medium that constitutes the purification bank 19: Special filter medium for the purification bank 20: Flow of water that passes through the filter medium of the purification bank
(symbol)
FHL: Water surface (pressure) of double dike channel always filled with clean water DWL: Water surface (pressure) of double dike channel always kept below sea level ΔH: Clean surface of double dike channel If filled with water, clean water level (pressure)
And the difference in water level (pressure) in the reservoir.
When the water level in the double dike channel is lowered, the difference between the water level (pressure) and the sea level (pressure) in the double dike.
HWL: High tide water surface
LWL: Low tide water surface
WT: Water quality inspection
P: Indicates the pump device
J O1 : Purification embankment surrounding the A O1 water area at the suction pump port J O2 : Purification embankment surrounding the A O2 water area J O3 : Purification water embankment surrounding the A O3 water area A O1 : Purified water area surrounded by the purification embankment J O1 A O2 : Clean water area surrounded by purification bank J O1 and purification bank J O2 A O3 : Purification water area surrounded by purification bank J O2 and purification bank J O3 J i1 : Purification water area surrounding the A i1 water area of the input pump port J i2 : a i2 surround the water purification Tsutsumi J i3: a i3 purification bank a surround waters i1: purifying Tsutsumi J i1 in enclosed purifying waters a i2: purifying surrounded and purification Tsutsumi J i1 in purifying Tsutsumi J i2 waters a i3 : Purified water area surrounded by Ji2 and Ji3
Claims (3)
The Go water area where the water area where the water level has changed is enclosed by a dam body structure is called “UTSURO”. The water area where the water is to be stored is enclosed by a double levee that holds the waterway, and the “water area sky (UTSURO)” is formed to improve the water tightness of the double levee body, and the water pressure in the waterway is transmitted deeply into the bottom By always filling clean water in a double dike without possible bottom plate with water level (pressure) equal to or higher than the water level (pressure) of the reservoir, a huge clean water container is constructed and a drop of stored water does not leak into the outside sea area. Reservoir using “UTSURO”, a featured area.
The water level (pressure) of the waterway in the double levee body is always kept equal to or lower than the water level (pressure) of the outer sea area, so that one drop of stored water does not leak into the outer sea area. 2. The reservoir according to claim 1, wherein “)” is used.
As a device for purifying stored water in a reservoir using “UTSURO”, a known dam is installed in multiple links in a link form. The purification device that is pumped from the central water area of the “multiple purification device” is called the “multiple pumping purification device”, and the purification device that inputs sewage into the central water area is called the “multiple input purification device”, and is stored and discharged in the reservoir. The reservoir according to claim 1 or 2, wherein "water area sky (UTSURO)" using a "multiple-type input purification device" and a "multiple-type pumping purification device" is used.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/JP2014/069687 WO2016013109A1 (en) | 2014-07-25 | 2014-07-25 | Reservoir apparatus using "enclosed water area (utsuro)" |
| JP2016535608A JPWO2016013109A1 (en) | 2014-07-25 | 2014-07-25 | Water storage device using “UTSURO” |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/JP2014/069687 WO2016013109A1 (en) | 2014-07-25 | 2014-07-25 | Reservoir apparatus using "enclosed water area (utsuro)" |
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| Publication Number | Publication Date |
|---|---|
| WO2016013109A1 true WO2016013109A1 (en) | 2016-01-28 |
Family
ID=55162661
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/JP2014/069687 Ceased WO2016013109A1 (en) | 2014-07-25 | 2014-07-25 | Reservoir apparatus using "enclosed water area (utsuro)" |
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| Country | Link |
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| JP (1) | JPWO2016013109A1 (en) |
| WO (1) | WO2016013109A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109292852A (en) * | 2018-11-28 | 2019-02-01 | 广东万家乐燃气具有限公司 | Water pressure regulating system and water purifier |
| KR102076678B1 (en) * | 2019-06-03 | 2020-02-12 | 태산엔지니어링 주식회사 | Earthquake resistant structure of atomic power plant and ultra-high strength mortar composition used therefor |
| JPWO2021140559A1 (en) * | 2020-01-07 | 2021-07-15 |
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|---|---|---|---|---|
| JPH0742130A (en) * | 1993-07-29 | 1995-02-10 | Osutorando:Kk | Water shutting facility for sea reclaimed ground |
| JPH0790826A (en) * | 1993-09-20 | 1995-04-04 | Nippon Steel Corp | Diffusion prevention revetment |
| WO2013065137A1 (en) * | 2011-11-02 | 2013-05-10 | Akai Kazuaki | Deep sediment layer replacement processing method for waste provided in a "hollow water area (utsuro)" |
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2014
- 2014-07-25 JP JP2016535608A patent/JPWO2016013109A1/en active Pending
- 2014-07-25 WO PCT/JP2014/069687 patent/WO2016013109A1/en not_active Ceased
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0742130A (en) * | 1993-07-29 | 1995-02-10 | Osutorando:Kk | Water shutting facility for sea reclaimed ground |
| JPH0790826A (en) * | 1993-09-20 | 1995-04-04 | Nippon Steel Corp | Diffusion prevention revetment |
| WO2013065137A1 (en) * | 2011-11-02 | 2013-05-10 | Akai Kazuaki | Deep sediment layer replacement processing method for waste provided in a "hollow water area (utsuro)" |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109292852A (en) * | 2018-11-28 | 2019-02-01 | 广东万家乐燃气具有限公司 | Water pressure regulating system and water purifier |
| KR102076678B1 (en) * | 2019-06-03 | 2020-02-12 | 태산엔지니어링 주식회사 | Earthquake resistant structure of atomic power plant and ultra-high strength mortar composition used therefor |
| JPWO2021140559A1 (en) * | 2020-01-07 | 2021-07-15 | ||
| WO2021140559A1 (en) * | 2020-01-07 | 2021-07-15 | 一昭 赤井 | Method for preventing repeated (tsunami, storm surge, and river) disasters by forces of nature |
| CN114867917A (en) * | 2020-01-07 | 2022-08-05 | 赤井一昭 | Method for preventing repeated (tsunami/flood tide/river) disasters by using natural force |
| JP7385943B2 (en) | 2020-01-07 | 2023-11-24 | Utsuro株式会社 | How to prevent repeated disasters (tsunamis, storm surges, rivers) using the power of nature |
| CN114867917B (en) * | 2020-01-07 | 2024-07-23 | 赤井一昭 | Method for preventing repeated (tsunami/flood/river) disasters by using natural force |
| US12188193B2 (en) | 2020-01-07 | 2025-01-07 | Kazuaki Akai | Method for preventing repeated (tsunami, storm surge, and river) disasters by forces of nature |
Also Published As
| Publication number | Publication date |
|---|---|
| JPWO2016013109A1 (en) | 2017-06-15 |
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