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JPS6228719B2 - - Google Patents
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JPS6228719B2 - - Google Patents

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Publication number
JPS6228719B2
JPS6228719B2 JP3886480A JP3886480A JPS6228719B2 JP S6228719 B2 JPS6228719 B2 JP S6228719B2 JP 3886480 A JP3886480 A JP 3886480A JP 3886480 A JP3886480 A JP 3886480A JP S6228719 B2 JPS6228719 B2 JP S6228719B2
Authority
JP
Japan
Prior art keywords
water
waterway
rhizosphere
plants
wastewater
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.)
Expired
Application number
JP3886480A
Other languages
Japanese (ja)
Other versions
JPS56136700A (en
Inventor
Yukio Tooya
Ryosuke Miura
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toshiba Corp
Original Assignee
Tokyo Shibaura Electric Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Tokyo Shibaura Electric Co Ltd filed Critical Tokyo Shibaura Electric Co Ltd
Priority to JP3886480A priority Critical patent/JPS56136700A/en
Publication of JPS56136700A publication Critical patent/JPS56136700A/en
Publication of JPS6228719B2 publication Critical patent/JPS6228719B2/ja
Granted legal-status Critical Current

Links

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  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Description

【発明の詳細な説明】 本発明は、水溝水路(以下水路という)の水面
に植物を植え、その植物体の水中根に根圏微生物
のコロニーを形成せしめて汚水を処理するフロー
テーシヨン水溝水処理装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a floatation water treatment method for treating sewage by planting plants on the water surface of water channels (hereinafter referred to as waterways) and forming colonies of rhizosphere microorganisms on the underwater roots of the plants. This invention relates to ditch water treatment equipment.

浮遊性または挺水性の水草、たとえばホテイア
オイやオランダガラシ、または水上で生育可能な
他の維管束植物を一過性または循環する水路の水
面直下に設けた支持体(たとえばすのこ)上で繁
殖させ、その支持体と水面の間に発達した水中根
の周辺に形成する根圏微生物群の活動を主体とし
て汚水を浄化する植物水溝水処理装置において、
流入した汚水中の有機懸濁性栄養物を植物の水中
根に有効に付着せしめなければ、汚水の処理効果
を高めることはできない。すなわち汚水中の懸濁
性栄養物を植物の水中根に有効に付着せしめれ
ば、根圏生物の活性を高め、汚水中の溶存性有機
物の吸収が促進され、その結果、処理効果を一層
高めることができるはづである。
Propagating floating or floating aquatic plants, such as water hyacinth and water hyacinth, or other vascular plants capable of growing on water, on supports (e.g. drainboards) provided just below the water surface of ephemeral or circulating waterways; In a plant ditch water treatment device that purifies wastewater mainly through the activities of rhizosphere microorganisms that form around underwater roots that have developed between the support and the water surface,
Unless the organic suspended nutrients in the inflowing wastewater are effectively attached to the underwater roots of plants, the treatment effect of the wastewater cannot be enhanced. In other words, if suspended nutrients in sewage are effectively attached to the underwater roots of plants, the activity of rhizosphere organisms will be increased and the absorption of dissolved organic matter in sewage will be promoted, thereby further increasing the treatment effect. It should be possible.

従来より、かかる汚水中の懸濁性栄養物を植物
の水中根に捕捉する方法として、水溝水処理装置
の水路の底部を流下する水体に適度の乱流を起す
ために阻止体、たとえば砂利や阻止板を設け、乱
流の一部が植物の水中根域を緩やかに流れるよう
にした水路がある。しかし、この方法は、懸濁性
栄養物の根による捕捉率を向上するためにはかな
り激しい乱流を起さねばならず、その結果すでに
形成した根圏微生物のコロニーが剥離する危険が
あるため、その捕捉率には限度がある。
Traditionally, as a method for trapping suspended nutrients in wastewater in the underwater roots of plants, blocking bodies, such as gravel, have been used to create appropriate turbulence in the water body flowing down the bottom of the water channel of a ditch water treatment device. There is a waterway in which a part of the turbulent water flows gently through the underwater root zone of the plants by installing a blocker or a blocking plate. However, this method requires considerable turbulence to be generated in order to improve the uptake rate of suspended nutrients by the roots, and as a result, there is a risk that the already formed rhizosphere microbial colonies will become detached. , there is a limit to its capture rate.

本発明は、汚水中の懸濁性栄養物を水路の乱流
に依存することなく、水路に設けた発泡装置によ
り生成される気泡に懸濁性栄養物を吸着せしめ、
浮上させることによつて上部の植物水中根へ有効
に輸送せしめることを特徴とし、汚水を効果的に
処理するフローテーシヨン水溝水処理装置を提供
することを目的とする。
The present invention adsorbs suspended nutrients in wastewater to air bubbles generated by a foaming device installed in a waterway without relying on turbulence in the waterway,
It is an object of the present invention to provide a flotation ditch water treatment device that effectively treats wastewater by floating it to effectively transport it to the underwater roots of plants above.

次に本発明の一実施例を図面を参照して本発明
を説明する。第1図は、本発明の基本構成を示す
水溝水路の横断面図である。水路1の上部に繁殖
した植物2が水没するのを防止する支持体3を設
け、水路1の底部には気泡発生装置4よりパイプ
5を介して流入する気泡噴出口6が設けられてい
る。植物2の生長とともに水面7と支持体3の間
および支持体3の直下に水中根が発達し、根の周
辺に汚水中の懸濁物が捕捉され、汚水の浄化を行
なう水中根圏微生物のコロニーが形成される。ま
た水路1を流下する汚水は、支持体3と水路1の
底部の間では流速の速い速流部8となり、支持体
3と水面7の間の根圏部9は緩やかに流れる緩流
部となる。
Next, one embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a cross-sectional view of a water groove showing the basic configuration of the present invention. A support 3 for preventing the propagated plants 2 from being submerged in water is provided at the upper part of the water channel 1, and a bubble outlet 6 is provided at the bottom of the water channel 1 through which air bubbles flow from a bubble generator 4 through a pipe 5. As the plant 2 grows, underwater roots develop between the water surface 7 and the support 3 and directly below the support 3, and suspended matter in the sewage is captured around the roots, and the aquatic rhizosphere microorganisms that purify the sewage develop. A colony is formed. Furthermore, the wastewater flowing down the waterway 1 becomes a fast-flowing part 8 where the flow velocity is high between the support 3 and the bottom of the waterway 1, and the rhizosphere part 9 between the support 3 and the water surface 7 becomes a slow-flowing part where it flows slowly. Become.

以上のように構成してなるフローテーシヨン水
溝水処理装置において、汚水の浄化は上記根圏微
生物と植物自体による汚染物の吸収と分解による
ものである。したがつて、浄化を効果的に行なう
ためには、植物の水中根の周辺に安定した、かつ
活性度の高い根圏微生物のコロニーを発達させね
ばならない。そこで水路1の底部に気泡噴出口6
を設けることによつて、根圏部8に溶存酸素を供
給し、根圏微生物のコロニーの活性度を高め、ま
た、気泡により汚水中の溶存物質や懸濁物質すな
わち同時に栄養物質を植物の根圏に、有効に捕捉
せしめて、フローテーシヨン水溝水処理装置の機
能を充分に高く、かつ安定化することを可能にす
るものである。
In the flotation ditch water treatment device constructed as described above, wastewater is purified by absorption and decomposition of pollutants by the rhizosphere microorganisms and the plants themselves. Therefore, in order to effectively carry out purification, stable and highly active rhizosphere microbial colonies must be developed around the underwater roots of plants. Therefore, a bubble spout 6 is placed at the bottom of the water channel 1.
By providing dissolved oxygen to the rhizosphere 8, the activity of the rhizosphere microorganism colony is increased, and at the same time, the air bubbles transport dissolved and suspended substances in the wastewater, i.e., nutrients, to the roots of the plants. This makes it possible to effectively trap water in the water and to make the function of the flotation ditch water treatment device sufficiently high and stable.

以下本発明を汚水処理場に適用した具体的構成
を第2図および第3図について説明する。
A specific configuration in which the present invention is applied to a sewage treatment plant will be described below with reference to FIGS. 2 and 3.

第2図は汚水処理場の平面図であり、第3図は
第2図の一部断面図である。汚水処理場は、周囲
を外壁10で囲まれ、内部は隔壁11および土砂
12で仕切られ、かつ底部に気泡発生装置4より
パイプ5を介して流入する気泡噴出口6を設けた
水路1が設けられたものである。この水路1に
は、水面直下に汚水が通過する空隙を有する支持
体3が設けられ、この上部にオランダガラシ13
が生育させてあり、この根圏の生長によつて根圏
微生物のコロニーが形成される。又汚水処理場に
は一方の隅部に酸化池14から汚水が流入し、水
路1の入口に連通し、可動堰15を設けた受水ピ
ツト16、他方の隅部に水路1の出口に連通し、
可動堰17を設けた処理水ピツト18をそれぞれ
設けている。処理水ピツト18では導入された処
理水の溶存酸素、PH、濁度、導電率、酸化還元電
位、水温や外気温度、日射量等をモニタする周知
の計測装置19が設置してある。又水路1の処理
水ピツト18よりポンプ20および水路21を介
して導入した養魚モニター池22を設け、コイ、
フナ、金魚、メダカなどの魚類を放流している。
FIG. 2 is a plan view of the sewage treatment plant, and FIG. 3 is a partial sectional view of FIG. 2. The sewage treatment plant is surrounded by an outer wall 10, the interior is partitioned by a partition wall 11 and earth and sand 12, and a waterway 1 is provided at the bottom with a bubble outlet 6 through which bubbles flow from a bubble generator 4 through a pipe 5. It is something that was given. This waterway 1 is provided with a support 3 having a gap directly below the water surface through which sewage passes, and on top of this support 3 there is a water channel 13.
The growth of this rhizosphere forms a colony of rhizosphere microorganisms. In addition, wastewater flows into the sewage treatment plant from an oxidation pond 14 at one corner and communicates with the inlet of the waterway 1, a water receiving pit 16 provided with a movable weir 15, and the other corner communicates with the outlet of the waterway 1. death,
Each of the treated water pits 18 is provided with a movable weir 17. A well-known measuring device 19 is installed in the treated water pit 18 to monitor dissolved oxygen, pH, turbidity, conductivity, oxidation-reduction potential, water temperature, outside air temperature, solar radiation, etc. of the introduced treated water. In addition, a fish cultivation monitoring pond 22 is provided, which introduces water from the treated water pit 18 of the waterway 1 via a pump 20 and a waterway 21, and a fish culture monitor pond 22 is provided, in which carp, carp, etc.
Fish such as crucian carp, goldfish, and medaka are released.

本発明による処理水は、沈澱槽23、消毒槽2
4、処理水貯留槽25をへて、図示しない河川に
放流されるか再利用されるもの以外に、一部をポ
ンプ20によつて受水ピツト16や曝気池26に
戻され、水路1内での水の循環をさせ、曝気池2
6ではエアレータ27によつて曝気して汚水処理
場内の汚水の栄養バランスと溶存酸素やPHの調整
をする。
The treated water according to the present invention includes a sedimentation tank 23 and a disinfection tank 2.
4. In addition to the treated water that passes through the treated water storage tank 25 and is discharged into a river (not shown) or reused, a part of the water is returned to the water receiving pit 16 or the aeration pond 26 by the pump 20, and is used inside the waterway 1. The water is circulated in the aeration pond 2.
In step 6, aeration is performed by an aerator 27 to adjust the nutritional balance, dissolved oxygen, and PH of the sewage in the sewage treatment plant.

以上のように構成されている本発明を適用した
汚水処理場の水路1には、水面のオランダガラシ
13、この根圏部9による根圏生物のコロニー、
底部に気泡噴出口6が設けられているから、底部
と根圏との間で流速の速い速流部8、根圏部9で
流速の緩かな緩流部が形成され、気泡噴出口6よ
り出る気泡により汚水中の溶存物質や懸濁物質す
なわち同時に栄養物質をオランダガラシ13の根
圏に有効に捕捉せしめる。汚水処理場への流入水
の生物化学的酸素要求量(BOD)と濁度は高く
かつ変動するが、本発明者らは本発明によつて処
理水のBOD3ppm以下および濁度は2ppm以下に
なり、透明度も2m以上ときわめて低く、かつ毒
性も検出されず、養魚モニター池22ではコイ、
フナ、金魚、メダカなどの魚類が正常に生息でき
る水を得ることができた。またアンモニアと燐の
除去率は95〜100%であり、全窒素の除去率は通
年50〜98%であつた。なお本発明においては気泡
発生装置4および気泡噴出口6の設置場所は水路
1の入口付近等に特定するものでなく、必要に応
じて複数個所に設置することもできることはいう
までもない。
In the waterway 1 of the sewage treatment plant to which the present invention is applied, configured as described above, there is a water channel 13 on the water surface, a colony of rhizosphere organisms by this rhizosphere part 9,
Since the bubble outlet 6 is provided at the bottom, a fast flow section 8 with a high flow rate and a slow flow section with a slow flow rate are formed in the rhizosphere section 9 between the bottom and the rhizosphere. The generated air bubbles effectively trap dissolved and suspended substances in the wastewater, that is, nutrient substances at the same time, in the rhizosphere of the watercress 13. Although the biochemical oxygen demand (BOD) and turbidity of influent water to a wastewater treatment plant are high and variable, the present inventors have shown that the BOD of treated water is below 3 ppm and the turbidity is below 2 ppm. , the transparency is extremely low at more than 2 meters, and no toxicity has been detected.
We were able to obtain water where fish such as crucian carp, goldfish, and killifish can normally live. Furthermore, the removal rate of ammonia and phosphorus was 95-100%, and the removal rate of total nitrogen was 50-98% throughout the year. In the present invention, the installation location of the bubble generator 4 and the bubble outlet 6 is not limited to the vicinity of the entrance of the waterway 1, and it goes without saying that they can be installed at multiple locations as necessary.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の基本構成を示す水溝水処理装
置の水路の横断面図、第2図は本発明の一実施例
の具体的構成を示す平面図、第3図は第2図の
−線に沿つて矢印方向に見た断面図である。 1……水溝水路、2……植物、4……気泡発生
装置、6……気泡噴出口、9……水中根圏。
FIG. 1 is a cross-sectional view of a water channel of a ditch water treatment device showing the basic configuration of the present invention, FIG. 2 is a plan view showing a specific configuration of an embodiment of the present invention, and FIG. It is a sectional view taken along the - line in the direction of the arrow. 1...Water channel, 2...Plant, 4...Bubble generator, 6...Bubble spout, 9...Underwater rhizosphere.

Claims (1)

【特許請求の範囲】[Claims] 1 汚水が流れる水溝水路の上部水中に設けた支
持体に、浮遊性もしくは挺水性の水草または他の
維管束植物を植付け、その水中根と、中域の速流
部を介して対向する底部に、汚水中の懸濁物を浮
上させる気泡を生じる気泡噴出装置を設けたこと
を特徴とするフローテーシヨン水溝水処理装置。
1. Floating or floating aquatic plants or other vascular plants are planted on a support provided in the upper part of the water channel through which sewage flows, and the bottom part of the waterway faces the underwater roots through a fast-flowing part in the middle area. A flotation ditch water treatment device, comprising: a bubble ejecting device that generates bubbles that float suspended matter in wastewater.
JP3886480A 1980-03-28 1980-03-28 Water channel water treating device Granted JPS56136700A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3886480A JPS56136700A (en) 1980-03-28 1980-03-28 Water channel water treating device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3886480A JPS56136700A (en) 1980-03-28 1980-03-28 Water channel water treating device

Publications (2)

Publication Number Publication Date
JPS56136700A JPS56136700A (en) 1981-10-26
JPS6228719B2 true JPS6228719B2 (en) 1987-06-22

Family

ID=12537062

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3886480A Granted JPS56136700A (en) 1980-03-28 1980-03-28 Water channel water treating device

Country Status (1)

Country Link
JP (1) JPS56136700A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02135433U (en) * 1989-04-12 1990-11-09

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102100163B (en) * 2010-12-02 2011-12-21 中国科学院东北地理与农业生态研究所 Rhizosphere simulated culture device and method for culturing rhizosphere by using same

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5512317B2 (en) * 1972-02-23 1980-04-01

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02135433U (en) * 1989-04-12 1990-11-09

Also Published As

Publication number Publication date
JPS56136700A (en) 1981-10-26

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