JPH01199698A - Method and device for cleaning pond water - Google Patents
Method and device for cleaning pond waterInfo
- Publication number
- JPH01199698A JPH01199698A JP63021122A JP2112288A JPH01199698A JP H01199698 A JPH01199698 A JP H01199698A JP 63021122 A JP63021122 A JP 63021122A JP 2112288 A JP2112288 A JP 2112288A JP H01199698 A JPH01199698 A JP H01199698A
- Authority
- JP
- Japan
- Prior art keywords
- water
- pond
- treatment chamber
- section
- water storage
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 123
- 238000000034 method Methods 0.000 title claims description 17
- 238000004140 cleaning Methods 0.000 title abstract 3
- 238000005273 aeration Methods 0.000 claims abstract description 22
- 239000010802 sludge Substances 0.000 claims abstract description 16
- 239000006228 supernatant Substances 0.000 claims abstract description 16
- 238000000746 purification Methods 0.000 claims description 18
- 238000011144 upstream manufacturing Methods 0.000 claims description 16
- 239000002351 wastewater Substances 0.000 claims description 3
- 230000005484 gravity Effects 0.000 claims description 2
- 230000002706 hydrostatic effect Effects 0.000 claims description 2
- 238000004062 sedimentation Methods 0.000 claims description 2
- 238000004891 communication Methods 0.000 claims 1
- 230000002093 peripheral effect Effects 0.000 claims 1
- 239000013049 sediment Substances 0.000 claims 1
- 244000005700 microbiome Species 0.000 abstract description 4
- 238000000354 decomposition reaction Methods 0.000 abstract description 3
- 238000005276 aerator Methods 0.000 abstract 2
- 239000010865 sewage Substances 0.000 description 5
- 239000005416 organic matter Substances 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- 239000002352 surface water Substances 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 241000195493 Cryptophyta Species 0.000 description 1
- 238000004887 air purification Methods 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000007115 recruitment Effects 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Classifications
-
- 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
Landscapes
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
Description
【発明の詳細な説明】
〔発明の技術分野〕
本発明は、間欠曝気による池水の浄化方法および装置に
関するものである。DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a method and apparatus for purifying pond water by intermittent aeration.
自然流入、自然放流の清ｄな池も流入水の汚濁化が進め
ば、礫が等による自然浄化の能力を超えて無酸系状態と
な〕、魚などの生物は死滅して臭気を発し、逆に池が汚
水源となるようなことになる。汚濁の程度が低いうちは
表面水を曝気することによって９成９改善されるが、池
底に堆積した汚泥まで浄化することは困難であシ、汚濁
の程度が甚だし−ときは、濃厚な汚水浄化微生物による
生物処理が必要となる。Even in a clean pond with natural inflow and natural discharge, if the inflow water becomes polluted, the natural purification ability of gravel etc. will be exceeded and the pond will become acid-free, causing fish and other organisms to die and emit an odor. Conversely, the pond becomes a source of sewage. When the level of pollution is low, aerating the surface water can improve the situation, but it is difficult to purify the sludge that has accumulated on the bottom of the pond, and when the level of pollution is severe, thick sewage becomes a problem. Biological treatment using purifying microorganisms is required.
しかしながら、池全体を処理槽として浄化を行うことは
、臭気の問題もあり、また、景観上からも好ましぐない
。However, using the entire pond as a treatment tank for purification poses an odor problem and is also undesirable from a landscape perspective.
そしてまた、比較的分解し易い有機質は流入表いし沈澱
の過程で分解されているが、長年に蓄積された池底のヘ
ドロは比較的離分解性で１素分の多い汚泥であるため、
これ単独で有機質分解、脱窒は鑓かしぐ、新しく流入し
てぐる汚水とバランスよく混合処理することが肝要であ
る。Furthermore, organic matter that is relatively easy to decompose is decomposed during the inflow process and sedimentation process, but the sludge at the bottom of the pond that has accumulated over many years is a sludge that is relatively decomposable and has a high content of one element.
This alone is not enough to decompose organic matter and denitrify, but it is important to mix it with newly inflowing wastewater in a well-balanced manner.
本発明の目的は、間欠４気によシ、新しく流入してぐる
汚水とバランスよぐ混合処理し、汚水浄化微生物を十分
に培養しクク池の上層よ）徐々に有機質分解、脱窒を進
めて池底のヘドロをも浄化し、かつ、臭気の発生を抑え
、しかも池の景観を損うことのない方法と装置を提供す
ることにある。The purpose of the present invention is to perform intermittent 4-air purification, mix the newly inflowing sewage in a balanced manner, sufficiently cultivate sewage purifying microorganisms, and gradually promote organic decomposition and denitrification (in the upper layer of Kuku Pond). To provide a method and device which can purify sludge at the bottom of a pond, suppress generation of odor, and do not damage the landscape of the pond.
本発明に係る池水浄化方法においては、池の中央部上面
から池底周辺部へ）Ｌ）逆漏斗形の可撓性幕状物を繞設
することによシＩＪＥｔＪ積を広ぐ確保された上１ｍ狭
窄状の処理室内へ、上流河川からの流入水を導入するこ
とによシ上記幕状物の傾斜面が外方へ一曲するよう膨張
させて、処理室の容積を保持させると共にその外周に形
成される底面狭窒状の環状貯水部の容積を縮小させ、処
理室内に所定時間曝気を施したのちこれを所定時間休止
させて該休止時間中に汚泥の沈澱を行わせると共に上澄
水を外周の環状貯水部へ移送させ、該上置水の移送また
は上流河川からの流入水に伴う環状貯水部内の水量増加
と処理室内の水量減少に対応して、幕状物の傾斜面が内
方へ一曲するよう収縮させることによシ処理室の容積を
縮少させると共に環状貯水部の容積を拡大させるのであ
る。In the pond water purification method according to the present invention, a wide IJEtJ product is ensured by installing an inverted funnel-shaped flexible screen from the upper surface of the central part of the pond to the periphery of the bottom of the pond. By introducing inflow water from the upstream river into the processing chamber, which is narrowed 1 m above, the inclined surface of the screen is expanded so as to curve outward, thereby maintaining the volume of the processing chamber and increasing its volume. The volume of the annular water storage part with a narrow bottom formed on the outer periphery is reduced, and the treatment chamber is aerated for a predetermined period of time, and then this is paused for a predetermined period of time, during which time the sludge is allowed to settle and the supernatant water is removed. The sloping surface of the screen is moved inwards in response to the increase in the amount of water in the annular storage section and the decrease in the amount of water in the treatment chamber due to the transfer of the above-mentioned water or inflow water from the upstream river. By contracting in a curved direction, the volume of the processing chamber is reduced and the volume of the annular water storage portion is expanded.
ま九、本発明に係る池水浄化装置においては、池の中央
部上面から池底周辺部へ亘シ繞設ぜられた逆漏斗形の可
撓性幕状物によシ、底面積を広く確保した上面狭穿状の
処理室を池内部に形成せしめて曝気装置を内装し、処理
室の外周にｔ′ｉ底面狭穿状の環状貯水部を形成せしめ
、これら処理室と環状貯水部とを流通される流通口を幕
状物の上方部に開口し、かつ、処理室内の上方部よシ外
周の環状貯水部へ至る上澄水移送装置を附設し、上流河
川からの流入水導入時には幕状物の傾斜面が外方へ倒曲
するよう膨張して処理室の容積が保持ぜられ、上記曝気
装置の駆動が所定時間経過後に所定時間休止されて該休
止時間中に汚泥の沈澱と上置水の移送が行われ、該上置
水の移送または上流河川からの流入水による環状貯水部
の水量増加と処理室内の水量減少に対応して幕状物の傾
斜面が内方へ撓曲するよう収縮して環状貯水部の容積を
拡大させ得るよう構成するのである。(9) In the pond water purification device according to the present invention, a wide bottom area is ensured by the inverted funnel-shaped flexible screen that extends from the upper surface of the central part of the pond to the periphery of the pond bottom. A treatment chamber with a narrow top surface and a perforated top surface is formed inside the pond, and an aeration device is installed inside the pond. A flow outlet is opened at the upper part of the curtain, and a supernatant water transfer device is attached that connects the upper part of the processing chamber to the annular water storage part on the outer periphery. The volume of the processing chamber is maintained by expanding the inclined surface of the object so as to bend outward, and the drive of the aeration device is stopped for a predetermined time after a predetermined period of time has elapsed, and during the pause period, the sludge is settled and placed on top. Water is transferred, and the inclined surface of the curtain bends inward in response to an increase in the amount of water in the annular reservoir and a decrease in the amount of water in the processing chamber due to the transfer of the above-mentioned water or inflow water from the upstream river. The annular water storage portion is configured so that it can be contracted to expand the volume of the annular water storage portion.
冥施例の図面において、ｌは池の中央部上面から池底周
辺部へ亘シ繞設ぜられた逆漏斗形の可撓性幕状物、２１
は可撓性幕状物ｌによシ池内部において底−面積を広く
確保し上面狭穿状に形成せられた処理室、２ｂは処理室
２！の外周に形成せられたｇＥ画面狭穿状環状貯水部で
ある。そして上記逆漏斗形の幕状物ｌは、狭窄された上
端開口部の外周を浮子３によって支承させることによシ
、処理室２ａと環状貯水部２ｂとを流通させる流通口４
が、常に水面下の適切な深度に保持せられ、かつ、沈子
５によって下縁部が池底周辺部に接することによシ、処
理室２ａ内の汚泥が外周へ流出しないよう構成せられて
いる。６は流通口４を池の中央部から移動させな−ため
の書留具、７は処理室２為内に間欠曝気を行わせるため
の曝気装置、８は間欠曝気の休止時において処理槽２１
内の上澄水を環状貯水部２ｂへ移送させるための上置水
移送装置であり、これらの装置は浮子３によって支承さ
れ、水面下の適切な深度で作動せしめられるのである。In the drawing of the example, l is an inverted funnel-shaped flexible screen installed from the upper surface of the center of the pond to the periphery of the pond bottom, 21
2b is a processing chamber formed with a narrow top surface and a wide bottom area secured inside the pond by a flexible curtain l; 2b is a processing chamber 2! The gE screen is a narrow perforated annular water reservoir formed on the outer periphery of the gE screen. The inverted funnel-shaped curtain 1 supports the outer periphery of the narrowed upper end opening by a float 3, thereby forming a flow port 4 that allows flow between the processing chamber 2a and the annular water storage portion 2b.
is always maintained at an appropriate depth below the water surface, and the lower edge of the treatment chamber 2a is in contact with the surrounding area of the pond bottom, so that the sludge in the treatment chamber 2a does not flow out to the outer periphery. ing. Reference numeral 6 indicates a register to prevent the flow outlet 4 from being moved from the center of the pond; 7 indicates an aeration device for intermittent aeration within the processing chamber 2; and 8 indicates the use of the processing tank 21 when intermittent aeration is stopped.
This is an overlying water transfer device for transferring the supernatant water within the tank to the annular water storage portion 2b, and these devices are supported by the float 3 and are operated at an appropriate depth below the water surface.
上流河川Ｒ１からの流入水が処理室２為内に導入される
ことによシ、可撓性幕状物ｌの傾斜面が外方へ撓曲する
よう膨張して、処理室２１の容積を保持させると共に環
状貯水部２ｂの容積を縮小させる。上記処理Ｍ２＠の容
積保持線、環状貯水部との水量容積の差、重力分布に基
づぐ静水圧によってなされるほか、処理室２ａ内におけ
る暢気作用の水流圧によってもなされるのである。なお
、上流河川Ｒ１からの流入水は、下流側との水位差によ
る自然流入で処理室２３内へ導入させてもよく、また、
ポンプ等による強制導入で行わせてもよい。When the inflow water from the upstream river R1 is introduced into the processing chamber 2, the inclined surface of the flexible curtain l expands to bend outward, increasing the volume of the processing chamber 21. At the same time, the volume of the annular water storage portion 2b is reduced. This is done not only by the volume retention line of the process M2@, the difference in water volume with the annular water storage section, and the hydrostatic pressure based on the gravity distribution, but also by the water flow pressure of the air flow inside the process chamber 2a. Note that the inflow water from the upstream river R1 may be introduced into the processing chamber 23 by natural inflow due to the water level difference with the downstream side, or,
It may be carried out by forced introduction using a pump or the like.
処理４１２ｍ内にお−で４気、ｉｉ［７の駆動が開始さ
れると、−気作用と攪拌作用の進行によシ処理室りａ内
の浅層水は溶存酸素で充たされ、曝気の余剰ガスは幕状
物ｌの上端に開口せられた流通口４から大気中へ放出さ
れる。When the drive of 4 atmospheres and ii [7 starts within the treatment chamber 412m, the shallow water in the treatment chamber a is filled with dissolved oxygen due to the progress of the atmosphere action and the stirring action, and the aeration begins. The surplus gas is released into the atmosphere from a flow port 4 opened at the upper end of the curtain l.
所定時間経過後に曝気装置７の駆動が所定時間休止され
、この間に処理室２＠内では汚泥の沈殿が行われ、次い
で上置水移送装置８が作動して、処理室２ａ内の上澄水
を環状貯水部２ｂ内へ移送させる。この上置水の移送ま
たは外部からの流入水に伴う環状貯水部２ｂ内の水量増
加と１．処理室２１内の水量減少に・対応して幕状物ｌ
は処理室２ａ側へ収縮し、処理室２＠の容積を縮小させ
ると共に繍状貯永部２ｂの容積を拡大させるので、処理
室２ａ内の水位と環状貯水部２ｂ内の水位とは平衡を保
つことになる。キして処理室２＠内から移送せられた上
記上ｄ水は、環状貯水部２ｂを経て下流河用幻へ自然放
流によシ流出して行くのである。また、環状貯水部２ｂ
内では日光による藻屑等の浄化が行われる。After a predetermined period of time has elapsed, the drive of the aeration device 7 is stopped for a predetermined period of time, during which time sludge is precipitated in the processing chamber 2@, and then the upper water transfer device 8 is activated to remove the supernatant water in the processing chamber 2a. It is transferred into the annular water storage section 2b. An increase in the amount of water in the annular water storage section 2b due to the transfer of this overlying water or inflow of water from the outside, and 1. In response to the decrease in water volume in the treatment chamber 21, curtain l
contracts toward the processing chamber 2a, reducing the volume of the processing chamber 2@ and expanding the volume of the embroidered water storage portion 2b, so that the water level in the processing chamber 2a and the water level in the annular water storage portion 2b are not balanced. I will keep it. The above-mentioned upper water, which has been removed and transferred from inside the processing chamber 2, flows out into the downstream river by natural discharge via the annular water storage section 2b. In addition, the annular water storage portion 2b
Inside, algae debris and other debris are purified by sunlight.
自然流入、自然放流によシ、池への流入および池からの
放流は連続的であるが、内部処理水は上述のようにして
回分式に移送せられるのであシ、上澄水の移送後再び上
流河川Ｒ１からの流入水が直接に、または環状貯水部２
ｂを介して処理室２１Ｌ内へ導入せられて可撓性幕状物
ｌが外刃へ膨張し、環状貯水部２ｂの容積が縮少される
ため、流通路４を通じて池水が処理室２２内へ流入する
。そして上記曝気装置７の駆動が所定時間続けられ、と
の間に処理室２＠内の攪拌と暢気作用が再び行われる。Natural inflow and natural outflow are carried out continuously into and out of the pond, but since the internally treated water is transferred batchwise as described above, it is necessary to transfer the supernatant water again after transferring the supernatant water. The inflow water from the upstream river R1 directly or the annular water storage part 2
b is introduced into the processing chamber 21L, the flexible curtain l expands toward the outer blade, and the volume of the annular water storage portion 2b is reduced, so that pond water flows into the processing chamber 22 through the flow path 4. flows into. Then, the aeration device 7 continues to be driven for a predetermined period of time, and during this time, stirring and aeration within the processing chamber 2 are performed again.
このようにして、汚水の処理が回分式に行われるのであ
る。In this way, wastewater treatment is carried out in batches.
なお、処理室２ａ内の堆積物を急激に巻上げることのな
いように、曝気＊１ｆｆｉ７は適切な作動床置に調節さ
れるべきである。また、浮子３上には植物を栽培するこ
とによシ、処理室２３が池周辺よシ隠蔽されるよう構成
することが望ましい。Note that the aeration *1ffi7 should be adjusted to an appropriate operating floor level so as not to rapidly stir up the deposits in the processing chamber 2a. Further, it is preferable that plants are grown on the float 3 so that the treatment chamber 23 is hidden from the vicinity of the pond.
本発明方法および装置によれば、間欠曝気により、新し
く流入してくる汚水とバランスよく混合せられ、汚水浄
化微生物を十分に培養しつつ池の上層部よシ徐々に有機
質分解、脱窒が進められて池底のヘドロをも浄化し得ら
れるという利点がある。そして処理室２λ内の表層水が
溶存＃ｉ累で充たされるため、臭気発生の抑止効果を生
じる。また、池内部が逆漏斗形の幕状物１で区画され、
池周辺からは目立たぬ位置に処理室２ａが形成せられる
ので、池の景観が損われることもないのである。According to the method and apparatus of the present invention, by intermittent aeration, the newly inflowing wastewater is mixed in a well-balanced manner, and organic matter decomposition and denitrification are gradually progressed from the upper layer of the pond while sufficiently cultivating sewage purifying microorganisms. It has the advantage that it can also purify sludge at the bottom of the pond. Since the surface water in the processing chamber 2λ is filled with dissolved #i particles, the odor generation is inhibited. In addition, the inside of the pond is divided by an inverted funnel-shaped curtain 1,
Since the treatment chamber 2a is formed in a position that is not conspicuous from the surroundings of the pond, the scenery of the pond is not spoiled.
図面は不発ＢＡ！ｉｌｉ［の実施態様を例示した要部縦
断側面図であって、第１図は曝気装置駆動中の状態を示
し、第２図は曝気ｆｉＭ置装止中の状態を示す。
１−−−−−・可遡性募状物、２ｈ−・・・・・処理室
、２ｂ−・・・・・環状貯水部、３・・・・・・浮子、
４・・・・・・流通口、５・・・・・・沈子、７−・・
・・・曝気装置、８・・・・・・上澄水移送装置。
特許出願人 株式会社−見製作所The drawing is a dud BA! FIG. 1 is a longitudinal sectional side view of a main part illustrating an embodiment of ili[, in which FIG. 1 shows a state in which the aeration device is being driven, and FIG. 2 shows a state in which the aeration fiM device is in operation. 1-----Retroactive recruitment material, 2h--Processing chamber, 2b--Annular water storage section, 3--Float,
4... Distribution port, 5... Chinzi, 7-...
... Aeration device, 8... Supernatant water transfer device. Patent applicant: Mi Seisakusho Co., Ltd.
Claims (1)
幕状物を繞設することにより底面積を広く確保された上
面狭窄状の処理室内へ、上流河川からの流入水を導入す
ることにより上記幕状物の傾斜面が外方へ撓曲するよう
膨張させて、処理室の容積を保持させると共にその外周
に形成される底面狭窄状の環状貯水部の容積を縮小させ
、処理室内に所定時間曝気を施したのちこれを所定時間
休止させて該休止時間中に汚泥の沈澱を行わせると共に
上澄水を外周の環状貯水部へ移送させ、該上澄水の移送
または上流河川からの流入水に伴う環状貯水部内の水量
増加と処理室内の水量減少に対応して、幕状物の傾斜面
が内方へ撓曲するよう収縮させることにより処理室の容
積を縮小させると共に環状貯水部の容積を拡大させるこ
とを特徴とする、池水浄化方法。 〔第２項〕 上流河川からの流入水は、環状貯水部を経て下流側との
水位差による自然流入で処理室内へ導入されることを特
徴とする、第１項記載の池水浄化方法。 〔第３項〕 上流河川からの流入水は、環状貯水部を経てポンプ等に
より処理室内へ強制導入させられることを特徴とする、
第１項記載の池水浄化方法。 〔第４項〕 上流河川からの流入水は、環状貯水部を経由することな
く処理室内へ直接導入されることを特徴とする、第１項
記載の池水浄化方法。 〔第５項〕 上流河川からの流入水は、環状貯水部を経由することな
くポンプ等により直接処理室内へ強制導入させられるこ
とを特徴とする、第１項記載の池水浄化方法。 〔第６項〕 処理室の容積は、環状貯水部との水量容積の差により保
持されることを特徴とする、第１項記載の池水浄化法。 〔第７項〕 処理室の容積は、重力分布に基づく静水圧により保持さ
れることを特徴とする、第１項記載の池水浄化方法。 〔第８項〕 処理室の容積は、曝気作用の水流圧により保持されるこ
とを特徴とする、第１項記載の池水浄化方法。 〔第９項〕 池の中央部上面から池底周辺部へ亘り繞設せられた逆漏
斗形の可撓性幕状物（１）により、底面積を広く確保し
た上面狭穿状の処理室（２ａ）を池内部に形成せしめて
曝気装置（７）を内装し、処理室（２ａ）の外周には底
面狭穿状の環状貯水部（２ｂ）を形成せしめ、これら処
理室（２ａ）と環状貯水部（２ｂ）とを流通される流通
口（４）を幕状物（１）の上方部に開口し、かつ、処理
室（２ａ）丙の上方部より外周の環状貯水部（２ｂ）へ
至る上澄水移送装置（８）を附設し、上流河川Ｒ＿１か
らの流入水導入時には幕状物（１）の傾斜面が外方へ撓
曲するよう膨張して処理室（２ａ）の容積が保持せられ
、上記曝気装置（７）の駆動が所定時間経過後に所定時
間休止されて該休止時間中に汚泥の沈澱と上澄水の移送
が行われ、該上澄水の移送または上流河川（Ｒ＿１）か
らの流入水による環状貯水部（２ｂ）の水量増加と処理
室（２ａ）内の水量減少に対応して幕状物（１）の傾斜
面が内方へ撓曲するよう収縮して環状貯水部（２ｂ）の
容積を拡大させ得るよう構成したことを特徴とする、池
水浄化装置。 〔第１０項〕 可撓性幕状物（１）は、その上方部に開口された流通口
（４）が浮子（３）によつて常に水面下の適切な深度に
保持せられ、かつ、下縁部が沈子（５）によつて池底周
辺部に接することにより、処理室（２ａ）内の汚泥が外
周へ流出しないよう構成せられていることを特徴とする
、第９項記載の池水浄化装置。 〔第１１項〕 曝気装置（７）および上澄水移送装置（８）は、可撓性
幕状物（１）を保持する浮子（３）または他の浮子によ
つて浮設せられていることを特徴とする、第９項記載の
池水浄化装置。 〔第１２項〕 処理室（２１）は、可撓性幕状物（１）を支承する浮子
（３）上に栽培せられた植物によつて池周辺より隠蔽さ
れるよう構成せられていることを特徴とする、第９項記
載の池水浄化装置。 〔第１３項〕 処理室（２ａ）は、上流河川（Ｒ＿１）から導出された
流通路によつて直接連通されていることを特徴とする第
９項記載の池水浄化装置。 〔第１４項〕 処理室（２ａ）は、ポンプによつて上流河川（Ｒ＿１）
または環状貯水部（２ｂ）の汚水を導入し得るよう構成
せられていることを特徴とする、第９項記載の池水浄化
装置。[Claims] [Claim 1] An inverted funnel-shaped flexible screen extending from the upper surface of the central part of the pond to the periphery of the bottom of the pond, thereby ensuring a wide bottom area. By introducing inflow water from an upstream river into the processing chamber, the inclined surface of the screen is expanded so as to bend outward, thereby maintaining the volume of the processing chamber and creating a bottom constriction formed on its outer periphery. After reducing the volume of the annular water storage section, aerating the inside of the treatment chamber for a predetermined period of time, and then stopping it for a predetermined period of time, allowing the sludge to settle during the rest period, and transferring the supernatant water to the annular water storage section on the outer periphery. and contract so that the inclined surface of the curtain bends inward in response to an increase in the amount of water in the annular water storage part and a decrease in the amount of water in the treatment chamber due to the transfer of the supernatant water or inflow water from an upstream river. A pond water purification method characterized by reducing the volume of a treatment chamber and expanding the volume of an annular water storage part. [Section 2] The pond water purification method according to Item 1, wherein the inflow water from the upstream river is introduced into the treatment chamber by natural inflow due to a water level difference with the downstream side through the annular water storage section. [Section 3] The inflow water from the upstream river is forcibly introduced into the processing chamber by a pump or the like through an annular water storage part,
The pond water purification method described in paragraph 1. [Section 4] The pond water purification method according to Item 1, wherein the inflow water from the upstream river is directly introduced into the treatment chamber without passing through the annular water storage section. [Section 5] The pond water purification method according to Item 1, wherein the inflow water from the upstream river is forced to be directly introduced into the treatment chamber by a pump or the like without passing through the annular water storage section. [Section 6] The pond water purification method according to Item 1, wherein the volume of the treatment chamber is maintained by a difference in water volume with the annular water storage section. [Section 7] The pond water purification method according to Item 1, wherein the volume of the treatment chamber is maintained by hydrostatic pressure based on gravity distribution. [Section 8] The method for purifying pond water according to Item 1, wherein the volume of the treatment chamber is maintained by water flow pressure for aeration. [Section 9] A treatment chamber with a narrow upper surface that secures a wide bottom area by means of an inverted funnel-shaped flexible curtain (1) extending from the upper surface of the central part of the pond to the peripheral part of the pond bottom. (2a) is formed inside the pond and an aeration device (7) is installed therein, and an annular water storage part (2b) with a narrow bottom is formed on the outer periphery of the treatment chamber (2a), and these treatment chambers (2a) and A circulation port (4) for flowing through the annular water storage part (2b) is opened at the upper part of the screen (1), and the annular water storage part (2b) on the outer periphery is opened from the upper part of the processing chamber (2a). A supernatant water transfer device (8) is attached, and when inflow water from the upstream river R_1 is introduced, the inclined surface of the curtain (1) expands to bend outward, increasing the volume of the treatment chamber (2a). The driving of the aeration device (7) is stopped for a predetermined time after a predetermined time has elapsed, and during the pause time, sludge sedimentation and supernatant water transfer are performed, and the supernatant water is transferred or the upstream river (R_1) In response to an increase in the amount of water in the annular water storage part (2b) and a decrease in the amount of water in the treatment chamber (2a) due to inflow water, the inclined surface of the curtain (1) bends inward and contracts to create an annular water storage area. A pond water purification device, characterized in that the volume of the portion (2b) can be expanded. [Section 10] The flexible screen (1) has a communication port (4) opened in its upper part that is always maintained at an appropriate depth below the water surface by a float (3), and Item 9, characterized in that the lower edge is in contact with the periphery of the pond bottom by the sediment (5) so that the sludge in the treatment chamber (2a) does not flow out to the outer periphery. Pond water purification device. [Section 11] The aeration device (7) and the supernatant water transfer device (8) shall be suspended by a float (3) or other float holding the flexible curtain (1). 10. The pond water purification device according to item 9, characterized by: [Section 12] The treatment chamber (21) is configured to be hidden from the surrounding area of the pond by plants grown on a float (3) supporting a flexible screen (1). 10. The pond water purification device according to item 9, characterized in that: [Item 13] The pond water purification device according to Item 9, wherein the treatment chamber (2a) is directly communicated with through a flow path led out from the upstream river (R_1). [Section 14] The treatment chamber (2a) is connected to the upstream river (R_1) by a pump.
10. The pond water purification device according to claim 9, wherein the pond water purification device is configured to introduce wastewater from the annular water storage portion (2b).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63021122A JPH01199698A (en) | 1988-01-30 | 1988-01-30 | Method and device for cleaning pond water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63021122A JPH01199698A (en) | 1988-01-30 | 1988-01-30 | Method and device for cleaning pond water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH01199698A true JPH01199698A (en) | 1989-08-11 |
Family
ID=12046077
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63021122A Pending JPH01199698A (en) | 1988-01-30 | 1988-01-30 | Method and device for cleaning pond water |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01199698A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0416292A (en) * | 1990-05-08 | 1992-01-21 | Miyama Sangyo Kk | Polluted water purifying method and its treatment equipment |
| US5387343A (en) * | 1992-08-20 | 1995-02-07 | Biochem Industrial Ltd. | Method for improving bottom and water quality in water areas and a set of agents used in the method |
| US7264713B2 (en) * | 2003-09-03 | 2007-09-04 | Thomas Kryzak | Apparatus, system and method for remediation of contamination |
| JP2009113039A (en) * | 2008-12-26 | 2009-05-28 | Daiho Constr Co Ltd | Water quality improvement apparatus |
-
1988
- 1988-01-30 JP JP63021122A patent/JPH01199698A/en active Pending
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0416292A (en) * | 1990-05-08 | 1992-01-21 | Miyama Sangyo Kk | Polluted water purifying method and its treatment equipment |
| JPH0569599B2 (en) * | 1990-05-08 | 1993-10-01 | Myama Sangyo Kk | |
| US5387343A (en) * | 1992-08-20 | 1995-02-07 | Biochem Industrial Ltd. | Method for improving bottom and water quality in water areas and a set of agents used in the method |
| US7264713B2 (en) * | 2003-09-03 | 2007-09-04 | Thomas Kryzak | Apparatus, system and method for remediation of contamination |
| US7699982B2 (en) | 2003-09-03 | 2010-04-20 | Environmental Lunch Box Technology Llc | Apparatus, system and method for remediation of contamination |
| US8337695B2 (en) | 2003-09-03 | 2012-12-25 | Environmental Luchbox Technology LLC | Environmental remediation system |
| US9091034B2 (en) | 2003-09-03 | 2015-07-28 | Environmental Lunch Box Technology Llc | Environmental remediation system |
| US8940161B2 (en) | 2004-08-13 | 2015-01-27 | Air & Earth Llc | Apparatus, system, and method for remediation of contamination |
| JP2009113039A (en) * | 2008-12-26 | 2009-05-28 | Daiho Constr Co Ltd | Water quality improvement apparatus |
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