WO2005118489A1 - 「水域のうつろ」により閉鎖性水域を利用した高度浄化システム - Google Patents
「水域のうつろ」により閉鎖性水域を利用した高度浄化システム Download PDFInfo
- Publication number
- WO2005118489A1 WO2005118489A1 PCT/JP2004/008236 JP2004008236W WO2005118489A1 WO 2005118489 A1 WO2005118489 A1 WO 2005118489A1 JP 2004008236 W JP2004008236 W JP 2004008236W WO 2005118489 A1 WO2005118489 A1 WO 2005118489A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- water
- area
- water area
- closed
- reservoir
- Prior art date
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/006—Regulation methods for biological treatment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
- C02F3/327—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae characterised by animals and plants
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/007—Contaminated open waterways, rivers, lakes or ponds
-
- 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
- Y02W10/10—Biological treatment of water, waste water, or sewage
-
- 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 an enclosure which is closed off by a levee structure in a water area having a change in water level.
- the surrounding water area is called "the valley of the water area”.
- a closed water area was set up outside of the “wall of the water area” consisting of a contact oxide embankment with multiple cavities. It relates to an advanced purification system using closed water areas by Utsuro.
- JP2001-17957A proposed a "purification system for outside waters using IJ for the interior of waters”.
- This proposal in addition to the previously invented “water purification system”, encloses the outer shell and provides a purified water reservoir to store clean water that has passed through the contact oxidation levee when the water level in the external water falls. It purifies the outer waters of the “Waterscape”.
- the present invention aims to contribute to the advanced treatment of water bodies by converting the contradictions of closed water areas into closed water areas that have become the temperature and bed of water pollution internationally, and making use of these characteristics. It is.
- the water area to be purified is invented earlier, and the water area to be purified is enclosed with a contact oxide dyke. Clean water drains into the open waters.
- this “water purification system” and purifying water using the characteristics of closed water bodies the outside of the contact oxidation dyke 1 that constitutes the “containment of water bodies” 2 is shown in Figs.
- a purified water reservoir 3 By constructing a closed water area with shallow fields, waterways, and embankments as shown in the figure below, and installing a purified water reservoir 3 to retain clean water that has flowed into the external water area, the water around the external water area around the waterfront J2 It was proposed that the closed water area, Jöich Reservoir 3, be
- the purified water sump 3 Since it is in contact with the polluted water area of No.4, the purified water sump 3 is polluted by the inflow of polluted water from the external water area 4 and the inflow of polluted water such as rivers and rainwater from the land area. For this reason, it is possible to create a more sophisticated water purification area by rearranging the usage conditions of this system. .
- the water in the “space in the water area” 2 is further purified, creating an advanced calm purified water area.
- the contact oxide dyke 1 that composes the “containment of the water area” 2 is a permeation dyke composed of a well-known contact oxidizing material such as abandoned stone and concrete block, etc. Predates and adsorbs filth, and drains water that has passed through the contact oxidation dyke 1. This is the catalytic oxidation effect of the “space in the water” 2.
- Such nutrients (contaminants) accumulated in the contact oxidation ridge 1 are ingested by living organisms such as molluscs and crustaceans living in the contact oxidizing agent having multi-voids, and these organisms are large in size. It is eaten by seafood and repeatedly accumulates, decomposes, and moves, and is treated in an ecological cycle. Unlike conventional chemical water treatment, slag (waste) generated for water purification is Almost out.
- the sedimentation is actively performed in a calm water area where there is no flow of water, and suspended matter is cleaned by sedimentation purification.
- the mud is decomposed, and many algae are developed deeply in the bottom of the water, where photosynthesis is activated and a large amount of oxygen is released into the water.
- Nitrogen and phosphorus dissolved in the water are also converted to phytoplankton by the action of light, and penetrate through the contact acid ridge 1 as the external water level falls, and are removed by this action.
- the aeration of waves in the contact acid levee 1 is promoted, and the dissolved oxygen in the water is enriched.
- a well-known shellfish, sea cucumber, sea cucumber, crab, and shrimp are discharged to the bottom of the purified water reservoir 3 to allow ingestion of plankton and bottom mud filth in the water.
- the total amount of generated pollution B in the water area of the purified water reservoir 3 is reduced, and the above condition of B / C ⁇ 1 is maintained.
- purifying eel and aquatic plants such as reeds and mangroves are transplanted to the bottom of the basin 3 and well-known eel, Hyundai straw, seaweed, and kelp.
- B / C ⁇ 1 shown in. ⁇ Cover the bottom of purified water reservoir 3 with known sand and gravel to reduce the amount of seepage from the bottom of purified water reservoir 3 and reduce the total amount of generated pollution B.
- Sunlight Hall System Using A large amount of sunlight penetrates into the deeper part of “the interior of the water” to activate photosynthesis, and to supply a large amount of dissolved oxygen to the lower part of the water. Increase the total purification capacity C and maintain the condition of B / C ⁇ 1 shown above.
- FIG. 1 shows an advanced purification system that uses closed water areas in the coastal area due to the “emptiness of water areas”.
- FIG. 2 shows an advanced purification system that uses closed water areas based on the “space of water” in closed water areas surrounded by land.
- Fig. 3 shows an advanced purification system that uses closed water bodies based on the “emptiness of water areas” using purified water channels. ] Is a plan view.
- Fig. 4 shows an advanced purification system that uses enclosed waters by “the valley of water” using shallow waters.
- FIG. 5 shows an advanced purification system using closed waters by using “breaks in water” using breakwaters.
- FIG. 6 is a cross-sectional view of each of the plan views FIGS.
- Fig. 6-A shows the cross section of aa, which is a purified water reservoir 3 using a conventional embankment body 8, which penetrates the contact oxidation embankment 1 due to the rise of the external water level, and flows back into the interior of the water area. Then, a state in which the higher-order processing proceeds is shown.
- Fig. 6-B shows the cross section b-b, which constitutes a purified water reservoir 3 using a crushed levee 7 with multiple cavities. 2 shows the state where higher-order processing proceeds.
- - Figure C shows a cc cross section, and the figure shows a purified water reservoir 3 that uses land and coastal water. This indicates a state in which the high-order processing proceeds and the higher-order processing proceeds.
- - Figure D shows the d-d cross section, which is a purified water reservoir 3 that uses the contact oxide levee in the vicinity of “the shore of the water area”. No. 2 ”and the state where higher-order processing proceeds.
- Fig.-E shows the e-e cross section, which is composed of a purified water reservoir 3 using seawalls such as stone masonry. This indicates a state in which the high-order processing proceeds and the higher-order processing proceeds.
- - Figure F shows the ff cross section, which constitutes a purified water reservoir 3 using seawalls such as futon ⁇ , etc. This indicates a state in which the high-order processing proceeds and the higher-order processing proceeds.
- Figure I shows the i-i cross section, which constitutes a purified water reservoir 3 using shallow water, which penetrates through the contact oxidation levee 1 due to the rise in the external water level, and flows again into the “space of the water” 2 This shows a state in which higher-order processing proceeds.
- Figure J shows the j-j cross section, which constitutes a purified water reservoir 3 that has created a shallow ground 11, which penetrates the contact oxidation levee 1 due to the rise of the outer water level, and flows again into the “space of the water” 2 This shows a state in which higher-order processing proceeds.
- Figure K shows the k-k cross section, and constitutes a purified water reservoir 3 using a low-rise breakwater 10 with a void. It shows the state where it flows into “Utsuro” 2 and the higher-order processing proceeds.
- the L diagram shows a cross section of 1 to 1 and consists of a purified water reservoir 3 using a high-rise breakwater 9 with a void, which penetrates the contact oxidation levee 1 due to the rise of the external water level, No. 2 ”and the state where higher-order processing proceeds.
- Figs. 1 to 5 show a water area with a change in water level, which constitutes a "water area envelope" 2 enclosed and closed by a contact oxide dyke 1. This is a known water body purification system.
- a purification tank 3 is installed outside of the “wall of water area”, and clean water that has passed through the contact oxidation dyke 1 flows out of the inner water area of the “wall of water area 2” as the outer water area descends. , Stored in purified water reservoir 3.
- the purified water pool 3 Since the water area of Purified Water Reservoir 3, which is a closed water area, is in contact with the outer polluted water area and the land area, the purified water pool 3 is generated by the inflow of polluted water such as rivers and rainwater from the outer water area 4 and the land area. Be contaminated.
- FIG. 1 shows two coastal waters, A and B, installed in coastal waters. Outside of the purification levee that constitutes the interior of the water area, a well-known conventional levee body 8, a known concrete block, and rubble, etc., constitute a purification pool 3 surrounded by a breakwater 7, etc. This is an advanced purification system using a closed water area.
- Fig. 2 shows an advanced purification system that uses closed water areas by the “containers of the water area” .In the closed water area surrounded by land area 6, the water bodies 2 are installed, and the purification tank 3 is effective. In order to function effectively, it is adjusted by a breakwater 7 constructed with a known conventional embankment body 8, a known concrete block, a stone, or the like.
- Fig. 3 shows an advanced purification system using closed water areas based on the “emptiness of water area” using a purification water channel.
- Fig. 4 shows a high-order purification system that uses a purification system for the outside water area by basin of the water area using a shallow field.
- shallow-water development 5 is performed in the outside water area using well-known soil, concrete blocks, rubble, etc. Then, spread a well-known rubble block.
- aquatic plants such as reeds and mangroves, and algae such as eelgrass and honwara are transplanted to prevent the diffusion and runoff of clean water that has flowed out of the “space in the water” 2.
- Fig. 5 shows the bulkiness purification system for water bodies using closed water areas by using “closed water” by means of a clean water area using closed water areas using breakwaters 9 to 10 as breakwaters 9 to 10.
- the purification pool 3 is constructed by using a breakwater constructed with a known concrete block, rubble and the like. Industrial potential The destruction of the water environment has become a major problem due to the development of industry and the concentration of populations in cities.
- this system purifies water by effectively utilizing natural energy such as waves, tides, sunlight, natural gravity, and the vitality of ecology. Therefore, unlike the conventional chemical or mechanical water treatment, this system requires almost no running cost, no matter how much water is treated (water purification). Another major feature of the system is that it does not leave slag in water treatment because it is treated in the natural biological circulation.
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Organic Chemistry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Botany (AREA)
- Biotechnology (AREA)
- Health & Medical Sciences (AREA)
- Molecular Biology (AREA)
- Biological Treatment Of Waste Water (AREA)
- Revetment (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Water Treatment By Sorption (AREA)
- Cultivation Of Seaweed (AREA)
- Farming Of Fish And Shellfish (AREA)
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
- Cultivation Of Plants (AREA)
Description
Claims
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/JP2004/008236 WO2005118489A1 (ja) | 2004-06-03 | 2004-06-03 | 「水域のうつろ」により閉鎖性水域を利用した高度浄化システム |
JP2006514047A JPWO2005118489A1 (ja) | 2004-06-03 | 2004-06-03 | 「水域の空(utsuro)」による閉鎖性水域を利用した高度浄化システム |
CNA2004800432283A CN1960949A (zh) | 2004-06-03 | 2004-06-03 | 利用“水域空洞”的封闭性水域的高度净化系统 |
US11/628,051 US20080006567A1 (en) | 2004-06-03 | 2004-06-03 | Advanced Purification System Utilizing Closed Water Area by Hollow Water Area (Utsuro) |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/JP2004/008236 WO2005118489A1 (ja) | 2004-06-03 | 2004-06-03 | 「水域のうつろ」により閉鎖性水域を利用した高度浄化システム |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2005118489A1 true WO2005118489A1 (ja) | 2005-12-15 |
Family
ID=35462852
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP2004/008236 WO2005118489A1 (ja) | 2004-06-03 | 2004-06-03 | 「水域のうつろ」により閉鎖性水域を利用した高度浄化システム |
Country Status (4)
Country | Link |
---|---|
US (1) | US20080006567A1 (ja) |
JP (1) | JPWO2005118489A1 (ja) |
CN (1) | CN1960949A (ja) |
WO (1) | WO2005118489A1 (ja) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006205000A (ja) * | 2005-01-26 | 2006-08-10 | Kazuaki Akai | 「海洋の空(utsuro)」による閉鎖性水域を利用した高度浄化システム |
CN109205935A (zh) * | 2018-09-28 | 2019-01-15 | 上海泽耀环保科技有限公司 | 河道排水口污水截流处理的人工湿地 |
CN111165403A (zh) * | 2020-03-07 | 2020-05-19 | 广西壮族自治区海洋研究所 | 一种方格星虫和近江牡蛎苗种池塘立体生态培育方法 |
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US20070039355A1 (en) * | 2005-08-16 | 2007-02-22 | Chung-Ting Chen | Method for forming fine water molecules and apparatus for forming fine water molecules by using the same |
CN103195019B (zh) * | 2013-04-27 | 2016-02-10 | 清华大学 | 一种河流净化系统及用该系统净化水质的方法 |
US20170148260A1 (en) * | 2015-11-23 | 2017-05-25 | William T. Dunn | Gaming Machine Location Optimization |
US11795646B2 (en) * | 2019-11-27 | 2023-10-24 | Ironclad Siege, LLC | System for reducing contaminants in a body of water |
CN111056702A (zh) * | 2019-12-11 | 2020-04-24 | 安徽百和环保科技有限公司 | 一种用于河道支流口的水体净化系统 |
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JPH08144237A (ja) * | 1994-11-22 | 1996-06-04 | Mitsuhiro Fujiwara | 河川水等の浄化促進用ブロック |
JPH08184081A (ja) * | 1994-12-28 | 1996-07-16 | Ohbayashi Corp | 石積み浄化堤 |
JPH10296293A (ja) * | 1997-04-25 | 1998-11-10 | Takeo Tanabe | 海藻等の水生植物を繁茂させて水を浄化させる方法及びその基体 |
JPH1170396A (ja) * | 1997-08-20 | 1999-03-16 | Kazuaki Akai | 「水域のうつろ」を利用したサンライトホールシステム |
JP2001017957A (ja) * | 1999-07-07 | 2001-01-23 | Kazuaki Akai | 水域のうつろを利用した外水域の浄化システム |
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2004
- 2004-06-03 CN CNA2004800432283A patent/CN1960949A/zh active Pending
- 2004-06-03 JP JP2006514047A patent/JPWO2005118489A1/ja active Pending
- 2004-06-03 WO PCT/JP2004/008236 patent/WO2005118489A1/ja active Application Filing
- 2004-06-03 US US11/628,051 patent/US20080006567A1/en not_active Abandoned
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JPH08144237A (ja) * | 1994-11-22 | 1996-06-04 | Mitsuhiro Fujiwara | 河川水等の浄化促進用ブロック |
JPH08184081A (ja) * | 1994-12-28 | 1996-07-16 | Ohbayashi Corp | 石積み浄化堤 |
JPH10296293A (ja) * | 1997-04-25 | 1998-11-10 | Takeo Tanabe | 海藻等の水生植物を繁茂させて水を浄化させる方法及びその基体 |
JPH1170396A (ja) * | 1997-08-20 | 1999-03-16 | Kazuaki Akai | 「水域のうつろ」を利用したサンライトホールシステム |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2006205000A (ja) * | 2005-01-26 | 2006-08-10 | Kazuaki Akai | 「海洋の空(utsuro)」による閉鎖性水域を利用した高度浄化システム |
CN109205935A (zh) * | 2018-09-28 | 2019-01-15 | 上海泽耀环保科技有限公司 | 河道排水口污水截流处理的人工湿地 |
CN111165403A (zh) * | 2020-03-07 | 2020-05-19 | 广西壮族自治区海洋研究所 | 一种方格星虫和近江牡蛎苗种池塘立体生态培育方法 |
Also Published As
Publication number | Publication date |
---|---|
CN1960949A (zh) | 2007-05-09 |
US20080006567A1 (en) | 2008-01-10 |
JPWO2005118489A1 (ja) | 2008-04-03 |
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