JPS5870891A - Water-purifier utilizing aquatic plant - Google Patents

Water-purifier utilizing aquatic plant

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Publication number
JPS5870891A
JPS5870891A JP16715781A JP16715781A JPS5870891A JP S5870891 A JPS5870891 A JP S5870891A JP 16715781 A JP16715781 A JP 16715781A JP 16715781 A JP16715781 A JP 16715781A JP S5870891 A JPS5870891 A JP S5870891A
Authority
JP
Japan
Prior art keywords
water
aquatic plants
purified
sand
running passage
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
Application number
JP16715781A
Other languages
Japanese (ja)
Inventor
Tadashi Otsuki
大槻 忠
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.)
Toa Corp
Original Assignee
Toa Corp
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 Toa Corp filed Critical Toa Corp
Priority to JP16715781A priority Critical patent/JPS5870891A/en
Publication of JPS5870891A publication Critical patent/JPS5870891A/en
Pending legal-status Critical Current

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

Abstract

PURPOSE:To effectively remove pollutants, etc. from filthy water with a simplified apparatus, by providing sand and pebble layers having thickness of 15- 25cm through a porous member at a space above the bottom in the water-running passage of a water-purifying cell, and growing aquatic plants in the water- running passage. CONSTITUTION:Water to be purified is let flow into a water-running passage 5 where aquatic plants 4 are grown, to remove dissolved substance and organic substance such as nutritive salts of nitrogen, phosphorus, etc. in the water with the aquatic plants 4. The water to be purified is filtered by passing it through the layer of pebbles 7A and the layer of sand 7B in each of water-purifying cells 1A-1C and then brought into contact with air by letting the water fall downwards through the water-purifying cells 1A-1C having heads so that the water is affected by aeration. The thickness of the pebbles 7A is preferably at 15- 30cm, while that of the sand 7B is preferably at 15-25cm. The aquatic plants 4 in the water-running passage 5 are preferably grown in a manner such that the distance between their adjacent roots is held at 15-30cm.

Description

【発明の詳細な説明】 本発明は水生植物を利用した水質浄化装置に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a water purification device using aquatic plants.

田畑の農耕排水や、埋立余水等の汚水中の汚濁物質を除
去する方法には、従来種々な方法がとられており、例え
ば凝集剤等を混入させて沈澱させる方法、または薬剤処
理による方法等がとられているが、薬剤投与のだめの費
用を要するばかシでなく、それらによる副次的な悪影響
やその後の沈澱物の後処理等の問題がある。
Conventionally, various methods have been used to remove pollutants from wastewater such as agricultural wastewater from fields and wastewater from landfills. However, it is not a fool's errand that requires the expense of administering drugs, and there are problems such as secondary adverse effects caused by them and subsequent post-treatment of the precipitate.

そこで本発明は、前記のごとき各種の問題を解消するた
めになされたものであり、水生植物を利用して水中の汚
濁物質等を除去すると共に、その水質を゛浄化可能な、
構造゛が簡単で、かつ浄水効果の高い水質浄化装置を提
供することを目的としたものである。
Therefore, the present invention was made to solve the various problems mentioned above, and it is a method that can remove pollutants in water and purify the water quality by using aquatic plants.
The object of the present invention is to provide a water purification device that has a simple structure and a high water purification effect.

即ち、本発明の水生植物を利用した水質浄化装置は、被
浄化水をその上部より流入させ、か。
That is, in the water purification device using aquatic plants of the present invention, the water to be purified is introduced from the upper part.

つ、その底部に設けた底部空間より流出させうる浄化水
槽の流水路内の底部空間上に、′多孔性部材を介して各
15〜25CrIL程度厚さの砂および砂利層を形成し
、かつ、その浄化水槽の流水路内に、はぼ15c1rL
から30crrLの株間距離にて水生植物を植栽させる
ことにより構成され、また、このような浄化水槽が被浄
化水の上流側より下流側に落差を設けながら複数個配設
されることができ、更に上記の浄化水槽の底部に、曝気
用のエアレーション配管を配設することが望ましい構成
である。
1. Forming a layer of sand and gravel each having a thickness of about 15 to 25 CrIL via a porous member on the bottom space of the flow channel of the septic tank that can flow out from the bottom space provided at the bottom, and In the flow channel of the septic tank, Habo 15c1rL
It is constructed by planting aquatic plants at a distance between plants of 30 crrL, and a plurality of such purification tanks can be arranged with a head difference between the upstream side and the downstream side of the water to be purified, Furthermore, it is a desirable configuration to arrange an aeration pipe for aeration at the bottom of the above-mentioned purified water tank.

以下図面を参照して本発明の水質浄化装置の実施例を説
明するが、各図面に示すそれぞれ異った実施例において
、同じ部品は同じ部品番号で示している。
Embodiments of the water purification apparatus of the present invention will be described below with reference to the drawings. In the different embodiments shown in each drawing, the same parts are indicated by the same part numbers.

まず、第1図の平面図及び第2図の側面図に示す実施例
1の水質浄化装置においては、複数個の浄化水槽IA、
IB、ICを矢印Wで示す被浄化水の上流側の被浄化水
流人部18Aより流入し、下流側に適宜な落差を設けな
がら被浄化水流出部18Bより流出するように配設して
おり、各浄化水槽IA、IB、ICのそれぞれ上流側の
上部に退けたビット17から堰6を溢流させて被浄化水
を流入させ、かつその底部に設けた底部空間よシそれぞ
れ流出させており゛、この被浄化水の流下する流水路5
内の底部空間は、例えば管面に多数の細いスリットまた
は小穴を有する多孔性部材である暗渠管8により形成し
、その暗渠管8の上部に、2crrLから3cn′L外
径の砂利7Aを厚さ15crrLから25CrrLの層
に形成し、更にその上に厚さ15cInから25crr
Lの細かい砂7Bの層を形成して構成された砂、砂利層
が設けられている。
First, in the water purification apparatus of Example 1 shown in the plan view of FIG. 1 and the side view of FIG. 2, a plurality of purification tanks IA,
The IB and IC are arranged so that the water to be purified, indicated by arrow W, flows into the water to be purified from the upstream flow section 18A, and flows out from the water outflow section 18B while providing an appropriate head on the downstream side. , the water to be purified flows in by overflowing the weir 6 from the bit 17 set aside at the upper part of the upstream side of each of the purification water tanks IA, IB, and IC, and flows out through the bottom space provided at the bottom of the weir 6.゛、Flow channel 5 through which this water to be purified flows down
The inner bottom space is formed, for example, by an underdrain pipe 8, which is a porous member having many thin slits or small holes on the pipe surface, and a thick layer of gravel 7A with an outer diameter of 2 crrL to 3 cn'L is placed on the upper part of the underdrain pipe 8. A layer with a thickness of 15 cIn to 25 CrrL is formed, and a layer with a thickness of 15 cIn to 25 Crr is formed on top of the layer.
A sand and gravel layer formed by forming a layer of L fine sand 7B is provided.

また、この浄化水槽IA、IB、ICの流水路5内には
1.はぼ15crrLから30cIrLの株間距離にて
水生植物4が植栽されており、更に、この浄化水槽IA
、IB、ICの底部には、この水質浄化装置の清掃用の
排水管11を設けており、この浄化水槽IA、IB、I
Cが汚れた際に、排水管11内に洗浄水を流下さすよう
にしている。
In addition, there are 1. Aquatic plants 4 are planted at a distance of 15 crrL to 30 cIrL, and furthermore, this septic tank IA
, IB, and IC are provided with drain pipes 11 for cleaning the water purification equipment, and these water purification tanks IA, IB, and I
When C becomes dirty, cleaning water is made to flow down into the drain pipe 11.

上記の構成から−なる本発明の水質浄化装置においては
、被浄化水を、水生植物4を植栽した流水路5内に流入
させて、水中の窒素、リン等の栄養塩類等Ω溶解物質や
有機物質を水生植物4により除去させることができ、し
かも、各浄化水槽IA、IB、ICの砂利7A1砂7B
からなる砂1.砂利層内を被浄化水が通過することによ
り濾過を行ない、更に、落差をつけて設けられた各浄化
水槽IA、IB、ICに流下されることにより、空気と
接触させ、被浄化水の曝気効果をもたせることもできる
In the water purification apparatus of the present invention having the above-mentioned configuration, the water to be purified is made to flow into the flow channel 5 in which the aquatic plants 4 are planted, and the water is purified by Ω-dissolved substances such as nutrient salts such as nitrogen and phosphorus in the water. Organic substances can be removed by aquatic plants 4, and gravel 7A1 sand 7B of each purification tank IA, IB, IC
Sand consisting of 1. The water to be purified is filtered by passing through the gravel layer, and is further flowed down to each of the purification tanks IA, IB, and IC, which are installed with a difference in head, so that it comes into contact with air and is aerated. It can also be effective.

次に、第3図の側断面図に示す実施例2においては、実
施例1とほぼ同様の構成からな、ろ水質浄化装置を示し
ているが、相違点は、流水路5の底部に、エアー管9に
連通ずるエアレーション配管10を配設して、エアレー
ション配管10のノズルから噴出するエアーにより被浄
化水の曝気をより積極的に行なわせだものであり、更に
、浄化水槽IA、IB、ICの底部に設ける底部空間の
架台13上に図示されていない金網を多孔性部材として
敷設し、その金網上に、実施例1と同様の砂利7A及び
砂7Bからなる砂利層を形成し、被浄化水の濾過効果を
更に向上させている。
Next, in Example 2 shown in the side sectional view of FIG. 3, a filtered water purification device is shown which has almost the same configuration as Example 1, but the difference is that at the bottom of the flow channel 5, An aeration pipe 10 communicating with the air pipe 9 is arranged to more actively aerate the water to be purified by air jetted from a nozzle of the aeration pipe 10. Furthermore, the purification water tanks IA, IB, A wire mesh (not shown) is laid as a porous member on the pedestal 13 in the bottom space provided at the bottom of the IC, and a gravel layer made of gravel 7A and sand 7B similar to that in Example 1 is formed on the wire mesh. This further improves the filtration effect of purified water.

なお、上記のごとく底部空間と砂・砂利層との間に介在
させる多孔性部材としては、上記実施例1の暗渠管8及
び実施例2の金網に限定されず、多孔性部材であればど
のようなものを使用しても良い。
As mentioned above, the porous member interposed between the bottom space and the sand/gravel layer is not limited to the underdrain pipe 8 of Example 1 and the wire mesh of Example 2, but any porous member may be used as long as it is a porous member. You can also use something like

ここで、本発明において水中の栄養塩類等を除去させる
ために使用される水生植物4としては、よし、ふとい、
うきやがら、いぐさ、がま等本邦で自生している植物が
利用できるが、第4図の実施例3の水質浄化装置に示す
ごとく、上記の水生植物4として、水面に浮遊するほて
いあおい等の浮草類を植栽しても良く、その被浄化水の
汚れの程度によってその水生植物4を適宜に選定すべき
である。
Here, in the present invention, the aquatic plants 4 used for removing nutrient salts etc. from water include Yoshi, Futo,
Plants that grow naturally in Japan, such as snails, rushes, and toadstools, can be used, but as shown in the water purification device of Example 3 in Figure 4, water plants 4 such as water moths floating on the water surface can be used. Floating plants 4 may be planted, and the aquatic plants 4 should be appropriately selected depending on the degree of contamination of the water to be purified.

なお、被浄化水の滞留期間については次のことを配慮す
るのが好ましい。
In addition, it is preferable to consider the following regarding the retention period of the water to be purified.

特に水中に溶解している有機物質、栄養塩類等の除去に
当っては、被浄化水の滞留期間(滞留時間)が3〜4日
間以よ、更に除去効率を上げる蜘めには1,7〜8日間
以上となるような浄化水の流下方法あるいは施設の造成
が望ましいといえる。
In particular, when removing organic substances, nutritional salts, etc. dissolved in water, it is recommended that the retention period (residence time) of the water to be purified be 3 to 4 days or more. It is desirable to create a method or facility for flowing purified water that lasts for at least 8 days.

また、第4図のごとく、浄化水槽1Aの底部6は底泥を
単に固化させただけのものでも良く、その底部6に第2
図と同様の暗渠管8を敷設することも可能である。
In addition, as shown in FIG.
It is also possible to lay an underdrain pipe 8 similar to the one shown in the figure.

次に、第5図の側m1面図に示す実施例4では、第3図
の実施例2とほぼ同様な水質浄化装置を示しており、そ
の相違点は、清掃用の排水管11の代りに注水管15を
浄化水槽1Aの底部に配設したことであり、浄化水槽1
A内が汚れた時に、底部空間の出口16を閉鎖の上、こ
の注水管15から矢印Pのごとく注水して、底部空間か
ら砂・砂利層経由流水路5側に逆洗し、洗浄水を浄化水
槽1Aの下流側の上部に設けた堰14から矢印Wのごと
くオーバフローさせて、神化水槽1A内の清掃を完全に
行なわせることができるようになっている。
Next, Embodiment 4 shown in the side m1 plan view of FIG. 5 shows a water purification device that is almost the same as Embodiment 2 of FIG. The water injection pipe 15 is arranged at the bottom of the septic tank 1A, and the water injection pipe 15 is installed at the bottom of the septic tank 1A.
When the inside of A becomes dirty, close the outlet 16 of the bottom space, inject water from this water injection pipe 15 as shown by arrow P, and backwash the water from the bottom space to the flow channel 5 side via the sand/gravel layer to discharge cleaning water. The water overflows from a weir 14 provided at the upper part of the downstream side of the purified water tank 1A as shown by the arrow W, so that the inside of the purified water tank 1A can be completely cleaned.

また、本実施例4では、エアレーション配管10に連通
ずるエアー管9も浄化水槽1人の底部から導入するよう
になっている。
Further, in the fourth embodiment, the air pipe 9 communicating with the aeration pipe 10 is also introduced from the bottom of one purification water tank.

従って、本発明の水質浄化装置では、その流水路に植栽
された水生植物によって、被浄化水中の栄養塩類などを
除去でき、しかもエアレーションによる対流効果と曝気
効果とによりその栄養塩類等の除去は促進され、しかも
砂・砂利層により被浄化水のp過が行なわれ、効果の高
い水質の浄化が行なわれる。
Therefore, in the water purification device of the present invention, nutrients, etc., can be removed from the water to be purified by the aquatic plants planted in the water channel, and the removal of the nutrients, etc. In addition, the sand and gravel layer facilitates p-filtration of the water to be purified, resulting in highly effective water purification.

特に水生植物を植栽した砂・砂利層には、その植物の根
茎が拡がっており、通水、通気が良くなり、更にテ過効
果が促進される。
In particular, in the sand/gravel layer where aquatic plants are planted, the rhizomes of the plants are spreading, improving water flow and aeration, and further promoting the overflow effect.

また、本発明の水質浄化装置は、構造が簡単で、その設
置も容易であり、かつ、ランニングコストも殆んど要し
ないという利点がある。
Further, the water purification device of the present invention has the advantage that it has a simple structure, is easy to install, and requires almost no running cost.

なお、本発明の水質浄化装置の流水路内を流れる被浄化
水に対しては、水生植物1体も整流効果があるが、水生
植物の株間距離が大きすぎても良い整流効果が得られず
、また小さすぎても流水抵抗が大きくなりすぎて不適当
であり、実験結果により2、はぼ1511mから30c
rrL位の株間距離が最適であることを確認ずみである
Although a single aquatic plant has a rectifying effect on the water to be purified flowing in the water channel of the water purification device of the present invention, a good rectifying effect cannot be obtained if the distance between the plants is too large. Also, if it is too small, the running water resistance will be too large and it is inappropriate, and according to the experimental results, 2.
It has been confirmed that the distance between the plants at position rrL is optimal.

また、本発明の水質浄化装置に適用される浄化水槽とし
ては、どのような形状のものでも良く、更に、本発明の
水質浄化装置を池、沼、湖、川または海への汚水の流入
口に設けても良く、または池、沼等から河川への流出口
に設けても有効であり、その用途は極めて広範囲である
Furthermore, the water purification tank applied to the water purification device of the present invention may be of any shape. It is also effective to install it at the outlet of a pond, swamp, etc. to a river, and its uses are extremely wide.

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

図面は本発明のそれぞれ異なる実施例における水質浄化
装置を示しており、第1図はその実施例1の平面図ス第
2図は第1図の要部側断面図、第3図は実施例2の側断
面図、第4゛図は実施例3の側断面図、そして第5図は
実施例4の側断面図である。 IA、IB、IC・・・浄化水槽、4・・・水生植物、
5・・・流水路、7A・・・砂利、7B・・・砂、8・
・・暗渠管、10・・・エアレーション配管、13・・
・架台、17・・・ピット。 6 第5図 手続補正書 1、事件の表示 昭和56年 特 許 願 第167157号2、発明の
名称 水生植物を利用した水質浄化装置 3、補正をする者 事件との関係     特許出願人 4、代 理 人 住  所  〒105東京都港区西新橋3丁目3番3号
ペリカンビル5、補正命令の日付 自 発 (1)  明岬書第5頁第17行、第18行の「金網」
を「網目材」と補正する。 2) 同第6頁第4行の「金網」を「網目材」と補正す
る。
The drawings show water purification devices in different embodiments of the present invention, FIG. 1 is a plan view of Embodiment 1, FIG. 2 is a side sectional view of the main part of FIG. FIG. 4 is a side sectional view of Embodiment 3, and FIG. 5 is a side sectional view of Embodiment 4. IA, IB, IC...purification tank, 4...aquatic plants,
5... Waterway, 7A... Gravel, 7B... Sand, 8.
...Underdrain pipe, 10...Aeration pipe, 13...
- Frame, 17... pit. 6 Figure 5 Procedural Amendment 1, Indication of the case 1982 Patent Application No. 167157 2, Title of the invention Water purification device using aquatic plants 3, Person making the amendment Relationship with the case Patent applicant 4, representative Address: Pelican Building 5, 3-3-3 Nishi-Shinbashi, Minato-ku, Tokyo 105 Date of amendment order (1) “Wire netting” on page 5, lines 17 and 18 of Meimisakisho
is corrected as "mesh material". 2) "Wire mesh" in line 4 of page 6 is corrected to "mesh material."

Claims (1)

【特許請求の範囲】 1、 被浄化水をその上部より流入させ、かつ、その底
部に設けた底部空間より流出させうる浄化水槽の流水路
内の底部空間上に、多孔性部材を介して各15〜25c
′IrL厚さの砂および砂利層を形成し、かつ、その浄
化水槽の流水路内に、はぼ15CrrLから30crr
Lの株間距離にて水生植物を植栽させたことを特徴とす
る水生植物を利用した水質浄化装置。 2、 浄化水槽が被浄化水の上流側より下流側に落差を
設けて複数個配設されている特許請求の範囲第1項記載
の水生植物を利用した水質浄化装置。 3 浄化水槽の底部に曝気用のエアレーション配管が配
設されている特許請求の範囲第1項及び第2項記載の水
生植物を利用した水質浄化装置。
[Scope of Claims] 1. Through a porous member, each of 15~25c
Form a sand and gravel layer with a thickness of IrL, and add 15 to 30 crr in the flow channel of the septic tank.
A water purification device using aquatic plants, characterized in that the aquatic plants are planted at a distance of L. 2. The water purification device using aquatic plants according to claim 1, wherein a plurality of purification water tanks are arranged with a head difference between the upstream side and the downstream side of the water to be purified. 3. A water purification device using aquatic plants according to claims 1 and 2, wherein an aeration pipe for aeration is provided at the bottom of the purification water tank.
JP16715781A 1981-10-21 1981-10-21 Water-purifier utilizing aquatic plant Pending JPS5870891A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16715781A JPS5870891A (en) 1981-10-21 1981-10-21 Water-purifier utilizing aquatic plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16715781A JPS5870891A (en) 1981-10-21 1981-10-21 Water-purifier utilizing aquatic plant

Publications (1)

Publication Number Publication Date
JPS5870891A true JPS5870891A (en) 1983-04-27

Family

ID=15844474

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16715781A Pending JPS5870891A (en) 1981-10-21 1981-10-21 Water-purifier utilizing aquatic plant

Country Status (1)

Country Link
JP (1) JPS5870891A (en)

Cited By (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6128499A (en) * 1984-07-18 1986-02-08 Tadashi Niimi Method and apparatus for transpiration of treated water in septic tank
JPS6182898A (en) * 1984-09-28 1986-04-26 Susumu Hashimoto High degree water treating process using biogeofilter
US4678582A (en) * 1986-01-24 1987-07-07 Lavigne Ronald L Treatment system for landfill leachate
US4995969A (en) * 1986-01-24 1991-02-26 Lavigne Ronald L Treatment system for landfill leachate
US5389257A (en) * 1988-11-03 1995-02-14 Ecological Engineering Associates Method for treating water
US5947041A (en) * 1991-02-04 1999-09-07 Licht; Louis A. Method for using tree crops as pollutant control
US5993649A (en) * 1996-01-03 1999-11-30 Debusk; Thomas A. Sequential biological-chemical water treatment system
US6250237B1 (en) 1991-02-04 2001-06-26 Louis A. Licht Method for using tree crops as pollutant control
KR20020041728A (en) * 2000-12-06 2002-06-03 박영국 Autogenesis device for purifying water
KR100369956B1 (en) * 2000-05-30 2003-01-29 한국과학기술연구원 Equipment for Treating Sludge by Natural Dewatering and Biodegradation and Method for Treating Sludge Using the Same
WO2003106352A1 (en) * 2002-06-17 2003-12-24 Iasis Usa, Lc Tidal vertical flow wastewater treatment system and method
KR20040003489A (en) * 2002-07-03 2004-01-13 상 을 이 Pre-treatment System of Wastewater for Protecting Sludge Using Aquatic Plants
WO2004005200A1 (en) * 2002-07-04 2004-01-15 Sang Eul Lee Wastewater disposal system using aquatic plants over four seasons without greenhouse
KR100419959B1 (en) * 2002-01-30 2004-03-02 효성에바라환경엔지니어링 주식회사 Process and System for Waste water treatment contacting micorbes and Plants in the Swampy land
KR100423662B1 (en) * 2000-09-25 2004-03-24 주식회사 오이코스 System of the purification river water with biological contact oxidation type to install on any natural river banks and water sides
US6811700B2 (en) 2001-11-14 2004-11-02 Dharma Living Systems, Inc. Integrated hydroponic and fixed-film wastewater treatment systems and associated methods
US6830688B2 (en) 2001-11-14 2004-12-14 Dharma Living Systems, Inc. Integrated hydroponic and wetland wastewater treatment systems and associated methods
US6863816B2 (en) 2002-06-17 2005-03-08 Dharma Living Systems, Inc. Tidal vertical flow wastewater treatment system and method
KR100490490B1 (en) * 2001-07-18 2005-05-19 상 을 이 Wastewater Disposal System Using Aquatic Plants for Four Seasons without Greenhouse
US6896805B2 (en) 2003-10-20 2005-05-24 Dharma Living Systems, Inc. Tidal vertical flow wastewater treatment system and method
US7029586B2 (en) 2003-02-28 2006-04-18 Dharma Living Systems, Inc. Integrated tidal wastewater treatment system and method
US7128839B1 (en) * 2004-03-05 2006-10-31 Flowers David A Process and system for enhanced nitrogen removal in a wetland and recirculating sand filter wastewater treatment system
FR2913418A1 (en) * 2007-03-09 2008-09-12 Assainisud Sarl Module for purifying effluent, comprises tank having bottom from which peripheral belt is uplifted, biological filtration medium, unit for supplying effluent to biological filtration medium, and unit to recover purified effluent
WO2010108226A1 (en) * 2009-03-27 2010-09-30 Toby Gray Water treatment system
JP2014231042A (en) * 2013-05-29 2014-12-11 学校法人日本大学 Artificial wetland for water quality improvement
JP2017506580A (en) * 2014-03-21 2017-03-09 ナンジン ユニバーシティー エコロジカル リサーチ インスティチュート オブ チャンシュNanjing University Ecological Research Institute Of Changshu Sewage treatment apparatus using artificial wetland and sewage treatment method using the same
JP2022087782A (en) * 2020-12-01 2022-06-13 桂林理工大学 Artificial wetland system suitable to removal of agricultural residual organic agrochemical in karst region

Cited By (32)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6128499A (en) * 1984-07-18 1986-02-08 Tadashi Niimi Method and apparatus for transpiration of treated water in septic tank
JPS6182898A (en) * 1984-09-28 1986-04-26 Susumu Hashimoto High degree water treating process using biogeofilter
US4678582A (en) * 1986-01-24 1987-07-07 Lavigne Ronald L Treatment system for landfill leachate
US4995969A (en) * 1986-01-24 1991-02-26 Lavigne Ronald L Treatment system for landfill leachate
US5389257A (en) * 1988-11-03 1995-02-14 Ecological Engineering Associates Method for treating water
US5947041A (en) * 1991-02-04 1999-09-07 Licht; Louis A. Method for using tree crops as pollutant control
US6250237B1 (en) 1991-02-04 2001-06-26 Louis A. Licht Method for using tree crops as pollutant control
US5993649A (en) * 1996-01-03 1999-11-30 Debusk; Thomas A. Sequential biological-chemical water treatment system
KR100369956B1 (en) * 2000-05-30 2003-01-29 한국과학기술연구원 Equipment for Treating Sludge by Natural Dewatering and Biodegradation and Method for Treating Sludge Using the Same
KR100423662B1 (en) * 2000-09-25 2004-03-24 주식회사 오이코스 System of the purification river water with biological contact oxidation type to install on any natural river banks and water sides
KR20020041728A (en) * 2000-12-06 2002-06-03 박영국 Autogenesis device for purifying water
KR100490490B1 (en) * 2001-07-18 2005-05-19 상 을 이 Wastewater Disposal System Using Aquatic Plants for Four Seasons without Greenhouse
US6830688B2 (en) 2001-11-14 2004-12-14 Dharma Living Systems, Inc. Integrated hydroponic and wetland wastewater treatment systems and associated methods
US7320752B2 (en) 2001-11-14 2008-01-22 Worrell Water Technologies, Llc Integrated hydroponic and wetland wastewater treatment systems and associated methods
US6811700B2 (en) 2001-11-14 2004-11-02 Dharma Living Systems, Inc. Integrated hydroponic and fixed-film wastewater treatment systems and associated methods
KR100419959B1 (en) * 2002-01-30 2004-03-02 효성에바라환경엔지니어링 주식회사 Process and System for Waste water treatment contacting micorbes and Plants in the Swampy land
US6863816B2 (en) 2002-06-17 2005-03-08 Dharma Living Systems, Inc. Tidal vertical flow wastewater treatment system and method
US7214317B2 (en) 2002-06-17 2007-05-08 Dharma Living Systems, Inc. Tidal vertical flow wastewater treatment system and method
US6881338B2 (en) 2002-06-17 2005-04-19 Dharma Living Systems, Inc. Integrated tidal wastewater treatment system and method
WO2003106352A1 (en) * 2002-06-17 2003-12-24 Iasis Usa, Lc Tidal vertical flow wastewater treatment system and method
US7378021B2 (en) 2002-06-17 2008-05-27 Worrell Water Technologies, Llc Tidal vertical flow wastewater treatment system and method
KR20040003489A (en) * 2002-07-03 2004-01-13 상 을 이 Pre-treatment System of Wastewater for Protecting Sludge Using Aquatic Plants
WO2004005200A1 (en) * 2002-07-04 2004-01-15 Sang Eul Lee Wastewater disposal system using aquatic plants over four seasons without greenhouse
US7029586B2 (en) 2003-02-28 2006-04-18 Dharma Living Systems, Inc. Integrated tidal wastewater treatment system and method
US6896805B2 (en) 2003-10-20 2005-05-24 Dharma Living Systems, Inc. Tidal vertical flow wastewater treatment system and method
US7087169B2 (en) 2003-10-20 2006-08-08 Dharma Living Systems, Inc. Combined tidal vertical flow and horizontal flow wastewater treatment system and method
US7128839B1 (en) * 2004-03-05 2006-10-31 Flowers David A Process and system for enhanced nitrogen removal in a wetland and recirculating sand filter wastewater treatment system
FR2913418A1 (en) * 2007-03-09 2008-09-12 Assainisud Sarl Module for purifying effluent, comprises tank having bottom from which peripheral belt is uplifted, biological filtration medium, unit for supplying effluent to biological filtration medium, and unit to recover purified effluent
WO2010108226A1 (en) * 2009-03-27 2010-09-30 Toby Gray Water treatment system
JP2014231042A (en) * 2013-05-29 2014-12-11 学校法人日本大学 Artificial wetland for water quality improvement
JP2017506580A (en) * 2014-03-21 2017-03-09 ナンジン ユニバーシティー エコロジカル リサーチ インスティチュート オブ チャンシュNanjing University Ecological Research Institute Of Changshu Sewage treatment apparatus using artificial wetland and sewage treatment method using the same
JP2022087782A (en) * 2020-12-01 2022-06-13 桂林理工大学 Artificial wetland system suitable to removal of agricultural residual organic agrochemical in karst region

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