JPH0342019A - Membrane separation apparatus - Google Patents

Membrane separation apparatus

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Publication number
JPH0342019A
JPH0342019A JP17494989A JP17494989A JPH0342019A JP H0342019 A JPH0342019 A JP H0342019A JP 17494989 A JP17494989 A JP 17494989A JP 17494989 A JP17494989 A JP 17494989A JP H0342019 A JPH0342019 A JP H0342019A
Authority
JP
Japan
Prior art keywords
water
raw water
membrane module
membrane
taken
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
JP17494989A
Other languages
Japanese (ja)
Inventor
Shigeki Sawada
沢田 繁樹
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.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries 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 Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP17494989A priority Critical patent/JPH0342019A/en
Publication of JPH0342019A publication Critical patent/JPH0342019A/en
Pending legal-status Critical Current

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  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

PURPOSE:To prevent the raw water flow passage of a membrane module from clogging in the recirculation of taken-out water by collecting efficiently the admixtures, such as an exfoliated matter, which are separated from the surface of separation membrane of a membrane module and flowed out into the taken- out water, and discharging them from a circulation water system. CONSTITUTION:The raw water in a raw water tank 1 is introduced into a raw water chamber of a membrane module 2, and the water taken out of the raw water chamber is returned to the raw water tank 1. In a flow passage 15 for the taken-out water, a solid-liquid separation unit 3, such as a screen, is provided to carry out the solid-liquid separation treatment. Thus, the admixtures, such as an exfoliated matter, which are separated from the surface of separation membrane of the membrane module and flowed out into the taken- out water are efficiently collected and discharged from the circulation system. As a result, the raw water passage of the membrane module is prevented from clogging when the taken-out water is recirculated.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は膜分離装置に係り、特に膜モジュールの原水流
路閉塞の問題を解消する膜分離装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a membrane separation device, and particularly to a membrane separation device that solves the problem of clogging of raw water flow paths in a membrane module.

[従来の技術] 粒状物質や高分子状物質を各種溶液中から分離する手段
として、精密濾過(MF)や限外濾過(UF)等の膜分
離手段が各種の産業分野で使われている。
[Prior Art] Membrane separation means such as microfiltration (MF) and ultrafiltration (UF) are used in various industrial fields as means for separating particulate matter and polymeric substances from various solutions.

これらの膜分離手段には、分!IIIを装着した各種の
膜モジュールが使用されているが、多くの場合、膜モジ
ュールの原木流路の閉塞を防止するために、膜モジュー
ルの原水導入側には原水中の夾雑物を除去するためのス
クリーンないしストレーナが設けられている0通常の場
合、これらの設置箇所は、膜モジュールの入口、例えば
、原水ポンプ出口と膜モジュールとの間、又は、原水槽
(ないし循環水槽)の原水人口部とされている。
These membrane separation means can be used in minutes! Various membrane modules equipped with III are used, but in many cases, in order to prevent blockage of the log flow path of the membrane module, a membrane module is installed on the raw water inlet side of the membrane module to remove impurities from the raw water. Normally, these screens or strainers are installed at the inlet of the membrane module, for example between the raw water pump outlet and the membrane module, or at the raw water intake section of the raw water tank (or circulation tank). It is said that

ところで、各種溶液から粒状物又は高分子状物質を膜分
離する場合、高い通過水速度を得るために、一般に、膜
モジュールの濃縮水を循環させる循環濾過法(クロス・
フロー濾通法)が採用されている。この場合には、循環
水量は実際の処理水量の数倍から数十倍の量となる。従
って、膜モジュールの入口にストレーナ等を設置したの
では、通過水量が多く、多大なストレーナ等の分離面積
を必要とし、また、極めて処理効率も悪い上に、ストレ
ーナ等の洗浄頻度も著しく高いものとなり実用的ではな
い。
By the way, when membrane-separating particulate matter or polymeric substances from various solutions, in order to obtain a high passing water velocity, generally a circulation filtration method (cross-filtration method) in which concentrated water in a membrane module is circulated is used.
flow filtration method) is adopted. In this case, the amount of circulating water will be several times to several tens of times the actual amount of treated water. Therefore, if a strainer or the like is installed at the inlet of the membrane module, the amount of water that passes through is large, requiring a large separation area for the strainer, etc., and the treatment efficiency is extremely poor, and the frequency of cleaning of the strainer, etc. is extremely high. Therefore, it is not practical.

このため、現状では、専ら原水槽の原水入口部にストレ
ーナ等を配置する方法が採用されている。
For this reason, at present, a method of arranging a strainer or the like exclusively at the raw water inlet of the raw water tank is adopted.

[発明が解決しようとする課題] 原水槽の原水入口部にストレーナ等を配置すると原水中
の夾雑物は除去されるが、該ストレーナ等を膜モジュー
ルの濃縮水(循環水、以下「取出水」と言う、)が通過
することはないため、膜モジュールを含む循環系内で発
生する剥離物、即ち、膜モジュールの膜表面から離脱し
て取出水中に流出してくる剥離物等の夾雑物を除去する
ことはできない、このため、膜モジユール内から発生す
る剥離物等の夾雑物によって、膜モジュールの原水流路
が閉塞するという問題があった。
[Problems to be Solved by the Invention] When a strainer or the like is placed at the raw water inlet of the raw water tank, impurities in the raw water are removed. ) does not pass through, so it removes foreign matter such as exfoliated materials that occur in the circulation system that includes the membrane module, that is, exfoliated materials that separate from the membrane surface of the membrane module and flow into the taken water. Therefore, there is a problem in that the raw water flow path of the membrane module is blocked by foreign substances such as peeled substances generated from within the membrane module.

特に、膜モジエールの通過水速度を高く維持するために
、処理水側から処理水や気体などを逆流させて、分離膜
面に付着したゲル状物質やケーキ層を剥離させる逆洗を
実施する場合においては、逆洗により膜モジユール内か
ら取出水中に流出した夾雑物は原水入口部のストレーナ
では捕捉できず、原水流路の閉塞が著しいものとなる。
In particular, in order to maintain a high rate of water passing through the membrane module, backwashing is performed in which treated water and gas are flowed back from the treated water side to peel off gel-like substances and cake layers adhering to the separation membrane surface. In this case, the contaminants that flow out from inside the membrane module into the extracted water due to backwashing cannot be captured by the strainer at the raw water inlet, resulting in significant blockage of the raw water flow path.

このため、分離膜面に付着したゲル状物質やケーキ層を
剥離除去するためには、膜モジュールを取りはずして分
離膜の洗浄を行なうなどの物理的な手段や、薬品洗浄等
の化学的な手段を採用する必要があり、作業効率が悪い
、処理コストが高くつくなどの欠点があった。
Therefore, in order to peel off and remove the gel-like substance and cake layer that adhere to the separation membrane surface, physical means such as removing the membrane module and cleaning the separation membrane, or chemical means such as chemical cleaning are required. However, there were drawbacks such as poor work efficiency and high processing costs.

本発明は上記従来の問題点を解決し、膜モジエールの分
離膜表面から離脱して取出水中に流出してくる剥離物等
の夾雑物を効率良く捕捉して循環水系より排出すること
により、取出水を再循環した場合Cおける膜モジュール
の原水流路の閉塞を防止する膜分離装置を提供すること
を目的とする。
The present invention solves the above-mentioned conventional problems, and efficiently captures impurities such as detached substances that are separated from the separation membrane surface of the membrane module and flows into the extracted water, and discharges them from the circulating water system. An object of the present invention is to provide a membrane separation device that prevents clogging of the raw water flow path of a membrane module when water is recirculated.

[3i!を解決するための手段] 本発明の膜分離装置は、原水タンク内の原水を膜モジュ
ールの原水室に導入し、該原水室の取出水を原水タンク
に戻すようにした膜分離装置において、前記取出水を固
液分離処理可能に固液分離装置を設けkことを特徴とす
る。
[3i! Means for Solving the Problems] The membrane separation device of the present invention is a membrane separation device in which raw water in a raw water tank is introduced into a raw water chamber of a membrane module, and water taken out from the raw water chamber is returned to the raw water tank. The present invention is characterized in that a solid-liquid separator is provided to enable solid-liquid separation treatment of the extracted water.

この固液分離装置は、取出水の流路に直接取り付けて、
循環される取出水の全量が固液分離装置に通水されるよ
うにしても良く、また、取出水の流路から分岐した配管
に取り付けて、必要時、例えば逆洗時のみ、固液分離装
置に通水されるようにしても良い。
This solid-liquid separator is installed directly in the flow path of the extracted water,
The entire volume of the withdrawn water to be circulated may be passed through the solid-liquid separator, or it may be installed in a pipe branching from the flow path of the withdrawn water to separate the solid-liquid only when necessary, for example, during backwashing. Water may be allowed to flow through the device.

固液分離装置としては特に制限はなく、従来の膜分離装
置に用いられているスクリーンやストレーナ等をいずれ
も好適に採用することができる。
The solid-liquid separation device is not particularly limited, and any screen, strainer, etc. used in conventional membrane separation devices can be suitably employed.

[作用] 本発明の膜分離装置においては、゛膜モジュールの取出
水の流路に固液分離装置が設けられているため、膜モジ
ュールの分離膜面から離脱した剥離物等の取出水中の夾
雑物は、該取出水が原水槽に戻る前に、該固液分離装置
にて分離除去される。
[Function] In the membrane separation device of the present invention, since the solid-liquid separator is provided in the flow path of the water taken out of the membrane module, contaminants in the water taken out, such as exfoliated substances separated from the separation membrane surface of the membrane module, are removed. The substances are separated and removed in the solid-liquid separator before the extracted water returns to the raw water tank.

このため、膜モジュールから発生する剥離物等の夾雑物
が膜モジュールに再度導入されることはなく膜モジュー
ルの原水流路が閉塞することがない。
Therefore, impurities such as peeled substances generated from the membrane module are not reintroduced into the membrane module, and the raw water flow path of the membrane module is not clogged.

しかも、この固液分離装置に通水される水量は、原水槽
から原水ポンプにより膜モジュールに送給される水量の
一部であるため、膜モジエール入口部にストレーナ等を
設置する場合社比べて、固液分離装置の負荷が小さく、
洗浄頻度は少なくて足り、処理効率は大幅に向上する。
Moreover, the amount of water passed through this solid-liquid separator is a part of the amount of water sent from the raw water tank to the membrane module by the raw water pump, so compared to the case where a strainer etc. is installed at the inlet of the membrane module. , the load on the solid-liquid separator is small,
Less frequent cleaning is required, and processing efficiency is greatly improved.

〔実施例] 以下に図面を参照して本発明の詳細な説明する。〔Example] The present invention will be described in detail below with reference to the drawings.

第1図は本発明の膜分離装置の一実施例を示す系統図で
ある。
FIG. 1 is a system diagram showing an embodiment of the membrane separation apparatus of the present invention.

第1図に示す膜分離装置は、原木循環タンク(原水タン
ク)lから循環ポンプ(原水ポンプ)Pにより膜モジュ
ール2の原水室2b内に原水を供給し、膜モジュール2
の濃縮水(取出水)を原水循環タンク1に循環させる装
置であって、この取出水の循環流路(配管14〉に分岐
管(配管15)を設け、必要に応じて、膜モジュール2
の取出水な固液分離装置(図においてはウェッジワイヤ
ー型のスクリーン3)に通水して原水循環タンク1に返
送するようにしたものである。
The membrane separator shown in FIG.
This device circulates concentrated water (drawn water) to the raw water circulation tank 1, and a branch pipe (piping 15) is provided in the circulation flow path (piping 14) of this drawn water, and if necessary, the membrane module 2
The extracted water is passed through a solid-liquid separator (wedge wire type screen 3 in the figure) and returned to the raw water circulation tank 1.

即ち、第1図に示す膜分離装置は、原水の供給用配管1
1、原水循環タンク1、循環ポンプPを有する送給用配
管12、分離膜2aが装着された膜モジュール2、膜モ
ジュール2の処理水の排出用配管13、バルブv1を備
える膜モジュール2の濃縮水(取出水)のm環用配管1
4(14a。
That is, the membrane separator shown in FIG.
1. Concentration of the membrane module 2, which includes a raw water circulation tank 1, a feeding pipe 12 having a circulation pump P, a membrane module 2 equipped with a separation membrane 2a, a pipe 13 for discharging treated water from the membrane module 2, and a valve v1. Water (taken water) m-ring pipe 1
4 (14a.

14b)、循環用配管14から分岐して設けられたバル
ブVl及びウェッジワイヤー型のスクリーン3を備える
配管15 (15a、  15b。
14b), a pipe 15 (15a, 15b) equipped with a valve Vl branched from the circulation pipe 14 and a wedge wire type screen 3;

15c)、膜モジュール2の処理水側から逆洗水又は逆
洗用空気(その他の気体であっても良い。)を供給する
ための配管16で主に構成されている。17はスクリー
ン2の排泥を行なうための配管である。
15c), it is mainly composed of a pipe 16 for supplying backwash water or backwash air (other gases may be used) from the treated water side of the membrane module 2. 17 is a pipe for draining mud from the screen 2.

第1図に示す膜分離装置では、粒状物質や高分子状物質
を含む溶液等の原水は配管11より原水循環タンク1に
供給され、原水循環タンクi内の原水(循環水)は循環
ポンプPにより配管12を経て膜モジュール2の原水室
2bに供給され膜分m処理される。そして、膜モジュー
ル2の透過水は処理水として配管13より排出され、一
方、濃縮水は配管14aから抜き出されて原水循環タン
ク!に循環されるが、この際、必要に応じてバルブVl
、V2の開閉を行ない、取出水の全量又は一部を配管1
4bを経てそのまま原水循環タンク1に循環させるか、
配管15a、15bからスクリーン3に送給し、固液分
m処理した後、配管15cより原水循環タンク1に循環
させる。スクリーン3で分離された固形分は配管17よ
り排出される。
In the membrane separation apparatus shown in FIG. 1, raw water such as a solution containing particulate matter or polymeric substances is supplied to a raw water circulation tank 1 from a pipe 11, and the raw water (circulated water) in the raw water circulation tank i is supplied to a circulation pump P. The raw water is supplied to the raw water chamber 2b of the membrane module 2 via the piping 12, and treated with the membrane component m. Then, the permeated water from the membrane module 2 is discharged as treated water from the pipe 13, while the concentrated water is extracted from the pipe 14a to the raw water circulation tank! At this time, if necessary, the valve Vl
, V2 is opened and closed, and all or part of the water taken out is transferred to pipe 1.
4b and then circulate it directly to the raw water circulation tank 1, or
The water is fed to the screen 3 through pipes 15a and 15b, treated with solid-liquid m, and then circulated to the raw water circulation tank 1 through pipe 15c. The solid content separated by the screen 3 is discharged from the pipe 17.

次に、このような膜分離装置により膜分am理を行なう
方法についてより具体的に説明する。
Next, a method for performing membrane separation using such a membrane separation apparatus will be described in more detail.

(i)  まず、循環濾過(クロス・フロー[i)と逆
洗とを行なう場合において、濾過中に濾過圧以上の逆洗
圧力を付加して逆洗を行なう方法について説明する。
(i) First, when performing circulation filtration (cross flow [i) and backwashing, a method of performing backwashing by applying a backwashing pressure higher than the filtration pressure during filtration will be described.

配管16より逆洗水又は空気(気体)を膜モジユール2
内社導入して分離膜2aに圧力を付加して逆洗を行なう
時に、バルブvIを閉、バルブv2を開として、膜モジ
ュール2の取出水を配管14a、15a、15bを経て
スクリーン3c通水した後配管15cより原水循環タン
ク1に戻す。逆洗により分離膜2aから離脱して取出水
中に流出した剥離物はスクリーン3において除去される
。逆洗を行なわない時Cは、バルブV、を開、バルブv
2を閉として、膜モジュール2の取出水は配管14a、
14bより固液分m処理することなく原水循環タンクl
に戻す。
Backwash water or air (gas) is supplied from the pipe 16 to the membrane module 2.
When introducing the water in-house and applying pressure to the separation membrane 2a to perform backwashing, the valve vI is closed, the valve v2 is opened, and the water taken out from the membrane module 2 is passed through the screen 3c through the pipes 14a, 15a, and 15b. After that, the raw water is returned to the raw water circulation tank 1 through the pipe 15c. The separated substances that have separated from the separation membrane 2a and flowed into the taken water due to backwashing are removed in the screen 3. When backwashing is not performed, C opens valve V;
2 is closed, the water taken out from the membrane module 2 is taken out through the piping 14a,
Raw water circulation tank l without solid-liquid content m treatment from 14b
Return to

(il)  クロスフロー濾過と逆洗とを行なう場合じ
おいて、濾過を停止して逆洗を行なう方法心ついて次に
説明する。
(il) When cross-flow filtration and backwashing are performed, a method for stopping filtration and backwashing will be explained below.

濾過を停止して、配管16より逆洗水又は空気(気体)
を膜モジユール2内に導入して分離膜2aに圧力を付加
して逆洗を行ない、逆洗後濾過を再開する場合には、逆
洗時及び逆洗後の濾過再開初期において、分離膜から離
脱した剥離物が流出している期間だけ、バルブVlを閏
、バルブ■2を開として、膜モジュール2の取出水を配
管14a、15a、15b、スクリーン3、配管15c
に通水し、固液分m処理した後、原水循環タンク1に戻
す、その他の濾過時には、バルブV+を開、バルブv2
を閉として、膜モジュール2の取出水はそのまま原水循
環タンク1に戻す。
Stop filtration and backwash water or air (gas) from piping 16.
is introduced into the membrane module 2 to apply pressure to the separation membrane 2a to perform backwashing and restart filtration after backwashing. Only during the period when the detached peeled matter is flowing out, valve Vl is closed and valve ■2 is opened, and the water taken out from the membrane module 2 is transferred to the pipes 14a, 15a, 15b, the screen 3, and the pipe 15c.
During other filtration, such as passing water through the tank and returning it to the raw water circulation tank 1 after processing the solid-liquid content m, valve V+ is opened and valve V2 is
is closed, and the water taken out of the membrane module 2 is returned to the raw water circulation tank 1 as it is.

(Ili)  全量濾過(デッド・エンド濾過)と循環
濾過(クロス・フロー濾過)とを交互に繰り返して行な
う方法について次に説明する。
(Ili) A method of alternately performing dead end filtration and circulation filtration (cross flow filtration) will be described below.

循環ラインが全て閉じられている全量濾過時に、分離膜
28面に堆積したゲル状物質ないしケーキ状物質が、循
環濾過時に一部離脱するので、循環濾過時にバルブv1
を閉、バルブv2を開として、膜モジュール2の取出水
を配管14a、15a、15b、 スクリーン3、配管
15cに通水し、固液分11処理した後、原水循環タン
ク1に戻す、なお、この循環濾過時の剥離効果を上げる
ために、配管16から逆洗水又は空気(気体)を導入し
て、逆洗を行なうようにしても良い。
During total filtration when all circulation lines are closed, part of the gel-like substance or cake-like substance deposited on the surface of the separation membrane 28 is removed during circulation filtration, so valve v1 is closed during circulation filtration.
is closed, valve v2 is opened, and the water taken out from the membrane module 2 is passed through the pipes 14a, 15a, 15b, the screen 3, and the pipe 15c, and after being treated with the solid-liquid component 11, it is returned to the raw water circulation tank 1. In order to increase the stripping effect during this circulation filtration, backwashing water or air (gas) may be introduced from the pipe 16 to perform backwashing.

この全量濾過と循環濾過とを交互に行なう方法において
は、第1図C示す如く、循環ラインから分岐してスクリ
ーンを有する配管を設ける必要はなく、取出水の流路に
直接スクリーン等の固液分離装置を取り付けたものでも
良い。
In this method of alternately performing total filtration and circulation filtration, as shown in Figure 1C, there is no need to provide a pipe with a screen branching from the circulation line, and solid-liquid liquid such as a screen is directly connected to the flow path of the taken water. It may also be equipped with a separation device.

上記(i)〜(iii)のいずれの場合においても、本
発明の膜分離装置によれば、膜モジュールの分離膜から
離脱して取出水に流出した剥離物を原水循環タンクに戻
す前に固液分離装置にて取り除くことができるため、こ
の剥離物が再度膜モジュールに導かれて、原水供給ライ
ンの流路閉塞を引き起こすことがない、しかも、いずれ
の場合においても、固液分離装置への通水量は、膜モジ
ュールに導入される水量の一部であるため、膜モジュー
ルの入口側にストレーナ等の固液分離装置を設ける場合
に比べて、その負荷が小さく、洗浄頻度も低減される。
In any of the cases (i) to (iii) above, according to the membrane separation device of the present invention, the separated material that has separated from the separation membrane of the membrane module and flowed into the taken water is solidified before being returned to the raw water circulation tank. Since it can be removed by the liquid separator, this peeled material will not be guided to the membrane module again and cause blockage of the raw water supply line. Since the amount of water flowing is a part of the amount of water introduced into the membrane module, the load is smaller and the frequency of cleaning is reduced compared to when a solid-liquid separation device such as a strainer is provided on the inlet side of the membrane module.

[発明の効果] 以上詳述した通り、本発明の膜分離装置によれば、膜モ
ジュールの分離膜から離脱し、取出水中じ流出して循環
される膜面剥離物等の夾雑物による流路閉塞が防止され
る。しかも、用いる固液分離装置の負荷が従来のものに
比べて低減され、洗浄・等のメンテナンスも軽減される
[Effects of the Invention] As described in detail above, according to the membrane separation apparatus of the present invention, the flow path is created by contaminants such as membrane peeled substances that are separated from the separation membrane of the membrane module, flowed out into the taken-out water, and circulated. Blockage is prevented. Furthermore, the load on the solid-liquid separator used is reduced compared to conventional ones, and maintenance such as cleaning is also reduced.

このため、本発明の膜分離装置Cよれば、長期間連続処
理にて安定かつ効率的な膜分離処理を行なうことが可能
とされる。
Therefore, according to the membrane separation apparatus C of the present invention, it is possible to perform stable and efficient membrane separation treatment in continuous treatment for a long period of time.

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

第1図は本発明の膜分離装置の一実施例を示す系統図で
ある。 l・・・原水循環タンク、  2・・・膜モジュール、
3・・・スクリーン、    P・・・循環ポンプ。
FIG. 1 is a system diagram showing an embodiment of the membrane separation apparatus of the present invention. l... Raw water circulation tank, 2... Membrane module,
3...Screen, P...Circulation pump.

Claims (1)

【特許請求の範囲】[Claims] (1)原水タンク内の原水を膜モジュールの原水室に導
入し、該原水室の取出水を原水タンクに戻すようにした
膜分離装置において、前記取出水を固液分離処理可能に
固液分離装置を設けたことを特徴とする膜分離装置。
(1) In a membrane separation device in which raw water in a raw water tank is introduced into the raw water chamber of a membrane module, and the water taken out from the raw water chamber is returned to the raw water tank, the taken water can be solid-liquid separated to enable solid-liquid separation treatment. A membrane separation device characterized by being provided with a device.
JP17494989A 1989-07-06 1989-07-06 Membrane separation apparatus Pending JPH0342019A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17494989A JPH0342019A (en) 1989-07-06 1989-07-06 Membrane separation apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17494989A JPH0342019A (en) 1989-07-06 1989-07-06 Membrane separation apparatus

Publications (1)

Publication Number Publication Date
JPH0342019A true JPH0342019A (en) 1991-02-22

Family

ID=15987551

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17494989A Pending JPH0342019A (en) 1989-07-06 1989-07-06 Membrane separation apparatus

Country Status (1)

Country Link
JP (1) JPH0342019A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003002468A1 (en) * 2001-06-28 2003-01-09 Zenon Environmental Inc. A process for reducing concentrations of hair, trash, or fibrous materials in a waste water
US6814868B2 (en) 2001-06-28 2004-11-09 Zenon Environmental Inc. Process for reducing concentrations of hair, trash, or fibrous materials, in a waste water treatment system
US8894855B2 (en) 2008-03-28 2014-11-25 Evoqua Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US9359236B2 (en) 2010-08-18 2016-06-07 Evoqua Water Technologies Llc Enhanced biosorption of wastewater organics using dissolved air flotation with solids recycle
US9359238B2 (en) 2008-03-28 2016-06-07 Evoqua Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US10131550B2 (en) 2013-05-06 2018-11-20 Evoqua Water Technologies Llc Enhanced biosorption of wastewater organics using dissolved air flotation with solids recycle

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6211507A (en) * 1985-07-09 1987-01-20 Mitsubishi Rayon Eng Co Ltd Treatment of suspended matters in water and treating device therefor
JPH01148318A (en) * 1987-12-04 1989-06-09 Toshiba Ceramics Co Ltd Solid-liquid separation device

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6211507A (en) * 1985-07-09 1987-01-20 Mitsubishi Rayon Eng Co Ltd Treatment of suspended matters in water and treating device therefor
JPH01148318A (en) * 1987-12-04 1989-06-09 Toshiba Ceramics Co Ltd Solid-liquid separation device

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003002468A1 (en) * 2001-06-28 2003-01-09 Zenon Environmental Inc. A process for reducing concentrations of hair, trash, or fibrous materials in a waste water
US6814868B2 (en) 2001-06-28 2004-11-09 Zenon Environmental Inc. Process for reducing concentrations of hair, trash, or fibrous materials, in a waste water treatment system
US8894855B2 (en) 2008-03-28 2014-11-25 Evoqua Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US9359238B2 (en) 2008-03-28 2016-06-07 Evoqua Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US9359239B2 (en) 2008-03-28 2016-06-07 Evoqua Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US9359236B2 (en) 2010-08-18 2016-06-07 Evoqua Water Technologies Llc Enhanced biosorption of wastewater organics using dissolved air flotation with solids recycle
US9783440B2 (en) 2010-08-18 2017-10-10 Evoqua Water Technologies Llc Enhanced biosorption of wastewater organics using dissolved air flotation with solids recycle
US10131550B2 (en) 2013-05-06 2018-11-20 Evoqua Water Technologies Llc Enhanced biosorption of wastewater organics using dissolved air flotation with solids recycle

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