JPH10494A - Water treatment method - Google Patents
Water treatment methodInfo
- Publication number
- JPH10494A JPH10494A JP8152270A JP15227096A JPH10494A JP H10494 A JPH10494 A JP H10494A JP 8152270 A JP8152270 A JP 8152270A JP 15227096 A JP15227096 A JP 15227096A JP H10494 A JPH10494 A JP H10494A
- Authority
- JP
- Japan
- Prior art keywords
- raw water
- membrane separation
- activated carbon
- solid components
- water
- 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
Landscapes
- Removal Of Specific Substances (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、膜分離を用いた浄
水処理方法に関し、詳しくは、膜分離装置を用いた上
水,下水,排水等を浄化処理する設備等において、原水
中に含まれる固体成分だけでなく、溶解性有機物やマン
ガンも同時に除去する方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for purifying water using membrane separation, and more particularly, to a facility for purifying clean water, sewage, waste water, etc. using a membrane separation apparatus, which is contained in raw water. The present invention relates to a method for simultaneously removing not only solid components but also soluble organic substances and manganese.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】例え
ば、上水の処理設備において、原水中に含まれる固体成
分(固形物やフロック等の懸濁成分)を分離除去するた
め、膜分離装置を用いて固液分離することが行われてい
る。一方、原水中にマンガンが含まれている場合は、マ
ンガンを除去するために、濾過処理設備の前段に除マン
ガン設備を設ける必要がある。この除マンガン設備とし
ては、一般に、マンガン砂をろ材とする接触濾過法が用
いられているが、濾過処理設備とは別に除マンガン設備
を設置しなければならないため、スペース的な問題が発
生するとともに、設備費にも大きな影響を与えることに
なる。2. Description of the Related Art For example, in a water treatment facility, a membrane separation device is used to separate and remove solid components (suspended components such as solids and flocs) contained in raw water. Solid-liquid separation has been used. On the other hand, when manganese is contained in the raw water, it is necessary to provide a manganese removal facility in front of the filtration treatment facility in order to remove manganese. As this manganese removal equipment, generally, a contact filtration method using manganese sand as a filter medium is used, but since a manganese removal equipment must be installed separately from the filtration treatment equipment, a space problem occurs. This will have a significant effect on equipment costs.
【0003】さらに、原水中に含まれる溶解性有機物の
除去には、微生物による接触処理が一般に行われてお
り、これらの固液分離、マンガン除去、溶解性有機物の
除去を全て行うためには、これらの処理設備をそれぞれ
設けなければならなかった。[0003] Furthermore, in order to remove soluble organic substances contained in raw water, contact treatment with microorganisms is generally performed. In order to carry out all of solid-liquid separation, manganese removal and soluble organic substance removal, Each of these processing facilities had to be provided.
【0004】そこで本発明は、膜分離装置に簡単な設備
を付加するだけで、原水中の固体成分を分離除去すると
同時にマンガンや溶解性有機物も除去することができる
膜分離を用いた浄水処理方法を提供することを目的とし
ている。[0004] Therefore, the present invention provides a water purification method using a membrane separation, which can separate and remove solid components in raw water and at the same time remove manganese and soluble organic substances by simply adding simple equipment to the membrane separation apparatus. It is intended to provide.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するた
め、本発明の浄水処理方法は、原水中の固体成分を分離
する膜分離手段を備えた膜分離装置の前段に接触槽を設
けるとともに原水中に粉末活性炭を投入し、膜分離装置
内の固体成分を前記接触槽に返送して原水と混合するこ
とにより、原水中の溶解性有機物を前記粉末活性炭に吸
着させて除去するとともに、固体成分に付着した微生物
により前記溶解性有機物及び原水中に含まれるマンガン
を除去することを特徴とし、さらに、前記膜分離装置に
おける膜分離を行う前に、生物接触層による接触処理を
行うことを特徴としている。In order to achieve the above object, the water purification method of the present invention comprises providing a contact tank in front of a membrane separation device having a membrane separation means for separating solid components in raw water, By pouring powdered activated carbon into water, returning the solid components in the membrane separation device to the contact tank and mixing with the raw water, the soluble organic substances in the raw water are absorbed by the powdered activated carbon and removed, and the solid components are removed. It is characterized by removing the soluble organic matter and manganese contained in the raw water by the microorganisms attached to the, further, before performing the membrane separation in the membrane separation device, characterized by performing a contact treatment with a biological contact layer. I have.
【0006】[0006]
【発明の実施の形態】以下、本発明を、図面を参照して
さらに詳細に説明する。図1は、本発明の浄水処理方法
を実施するための浄水処理設備の一例を示すもので、原
水中に含まれる固体成分を分離除去する膜分離装置10
の前段に接触槽20を設けたものである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in more detail with reference to the drawings. FIG. 1 shows an example of a water purification system for carrying out the water purification system of the present invention, and a membrane separation device 10 for separating and removing solid components contained in raw water.
Is provided with a contact tank 20 at the preceding stage.
【0007】膜分離装置10は、膜分離手段11を備え
た処理槽12に、接触槽20からの原水が流入する流入
管13と、槽底部に沈殿する固体成分を接触槽20に返
送する返送管14とを設けたもので、膜分離手段11に
は、固体成分を分離した処理水を後段の処理水槽等に送
るための流出管15が設けられている。The membrane separation apparatus 10 includes a treatment tank 12 provided with a membrane separation means 11, an inflow pipe 13 into which raw water from a contact tank 20 flows, and a solid component settled at the bottom of the tank. The membrane separation means 11 is provided with an outflow pipe 15 for sending treated water from which solid components have been separated to a subsequent treatment water tank or the like.
【0008】接触槽20は、原水が流入する原水流入管
21と、膜分離装置10から固体成分(汚泥)を返送す
る前記返送管14と、粉末活性炭を投入するための粉末
活性炭投入手段22と、原水と固体成分(粉末活性炭を
含む)とを撹拌混合するための撹拌機23と、撹拌混合
後の水を膜分離装置10に送る前記流入管13とが設け
られている。The contact tank 20 includes a raw water inflow pipe 21 into which raw water flows, the return pipe 14 for returning solid components (sludge) from the membrane separation device 10, a powdered activated carbon charging means 22 for charging powdered activated carbon. A stirrer 23 for stirring and mixing raw water and a solid component (including powdered activated carbon), and the inflow pipe 13 for feeding the water after stirring and mixing to the membrane separation device 10 are provided.
【0009】なお、膜分離手段11は、従来からこの種
の処理に用いられている中空糸膜等を用いた各種膜分離
手段を用いることが可能であり、図に示すように処理槽
12内に膜モジュール11aを浸漬した浸漬型の他、原
水を強制的に循環させるケーシング収納型を用いること
もできる。また、膜の種類も特に限定されるものではな
く、原水の状態に応じて適宜選択することができ、例え
ば、MF膜,UF膜あるいは適宜なメッシュの網状体を
使用することができる。As the membrane separation means 11, various kinds of membrane separation means using a hollow fiber membrane or the like conventionally used for this type of treatment can be used. As shown in FIG. In addition to the immersion type in which the membrane module 11a is immersed, a casing storage type in which raw water is forcibly circulated can be used. In addition, the type of the membrane is not particularly limited, and can be appropriately selected according to the state of the raw water. For example, an MF membrane, a UF membrane, or an appropriate mesh network can be used.
【0010】原水は、原水流入管21から接触槽20内
に流入して撹拌機23により撹拌され、膜分離装置10
の底部から返送管14に抜出されてポンプPにより圧送
されてきた固体成分及び粉末活性炭投入手段22から投
入された粉末活性炭と混合する。固体成分と混合した原
水は、流入管13から膜分離装置10の処理槽12に送
られて膜分離手段11により固液分離が行われ、水に不
溶性の固体成分が水から分離して処理槽12の底部に沈
殿する。[0010] Raw water flows into the contact tank 20 from a raw water inflow pipe 21 and is stirred by the stirrer 23.
Is mixed with the solid component drawn out from the bottom of the pipe to the return pipe 14 and pumped by the pump P, and the powdered activated carbon charged from the powdered activated carbon charging means 22. The raw water mixed with the solid component is sent from the inflow pipe 13 to the treatment tank 12 of the membrane separation device 10, where solid-liquid separation is performed by the membrane separation means 11, and the solid component insoluble in water is separated from the water to form a treatment tank. Settle at the bottom of the twelve.
【0011】処理槽12の底部に沈殿した粉末活性炭を
含む固体成分は、搬送用の所定量の水と共に返送管14
に抜出され、ポンプPを介して接触槽20内に循環す
る。一方、溶解性有機物及びマンガンが除去され、膜分
離手段11で固体成分から分離した処理水は、流出管1
5から処理水槽等に送られる。The solid component containing the powdered activated carbon precipitated at the bottom of the treatment tank 12 is returned to the return pipe 14 together with a predetermined amount of water for transportation.
And circulates in the contact tank 20 via the pump P. On the other hand, the treated water from which the soluble organic matter and manganese have been removed and which has been separated from the solid components by the membrane separation means 11 is supplied to the outlet pipe 1.
From 5 is sent to a treatment water tank or the like.
【0012】上述の流れにおいて、原水中に溶解してい
るマンガンや溶解性有機物は、処理槽12から返送され
た固体成分中の微生物により分解されて除去される。こ
のとき、原水中に適当量の粉末活性炭を投入することに
より、原水中に含まれる溶解性有機物を粉末活性炭に吸
着させて除去することができ、さらに、溶解性有機物や
マンガンを分解する微生物を粉末活性炭に付着させた状
態で循環させることができるので、処理槽12から接触
槽20に返送される固体成分中の微生物濃度を、通常の
返送汚泥のみの場合に比べて高めることができる。In the above-mentioned flow, manganese and soluble organic substances dissolved in the raw water are decomposed and removed by microorganisms in the solid component returned from the treatment tank 12. At this time, by adding an appropriate amount of powdered activated carbon to the raw water, the soluble organic substances contained in the raw water can be adsorbed and removed by the powdered activated carbon, and the microorganisms that decompose the soluble organic substances and manganese can be removed. Since it can be circulated in a state of being attached to the powdered activated carbon, the concentration of microorganisms in the solid component returned from the treatment tank 12 to the contact tank 20 can be increased as compared with the case of only ordinary returned sludge.
【0013】このように、膜分離装置10の前段に接触
槽20を設け、膜分離装置10から抜出した汚泥を接触
槽20に返送して原水と混合するとともに、原水中に粉
末活性炭を投入することにより、この粉末活性炭に溶解
性有機物を吸着させて除去できるだけでなく、粉末活性
炭に付着する微生物で溶解性有機物や溶解性マンガンを
分解除去することができるので、膜分離による固体成分
の分離除去と、上記マンガンの除去及び溶解性有機物の
除去とを同時に行うことができる。As described above, the contact tank 20 is provided before the membrane separation apparatus 10, and the sludge extracted from the membrane separation apparatus 10 is returned to the contact tank 20 and mixed with the raw water, and the powdered activated carbon is put into the raw water. As a result, not only can soluble organic substances be adsorbed and removed on the powdered activated carbon, but also soluble organic substances and soluble manganese can be decomposed and removed by microorganisms attached to the powdered activated carbon, so that solid components can be separated and removed by membrane separation. And the removal of manganese and the removal of soluble organic substances can be performed simultaneously.
【0014】しかも、粉末活性炭の投入量を適当に設定
することにより、返送管14から接触槽20に返送され
る汚泥(固体成分)中の微生物の密度を適度に高めるこ
とができるので、生物学的な溶解性マンガンの除去、す
なわち、生物吸着によるマンガンの除去効率が向上する
ため、低水温時でも安定したマンガンの除去を行うこと
ができる。さらに、膜分離手段11における膜の目詰ま
りの原因となる微小有機物を粉末活性炭が吸着すること
により、膜の目詰まりの発生を抑えることもできる。In addition, by appropriately setting the amount of powdered activated carbon to be charged, the density of microorganisms in sludge (solid component) returned from the return pipe 14 to the contact tank 20 can be appropriately increased. The efficient removal of soluble manganese, that is, the removal efficiency of manganese by biosorption is improved, so that stable removal of manganese can be performed even at a low water temperature. Further, the powdered activated carbon adsorbs the fine organic substances that cause the membrane clogging in the membrane separation means 11, so that the clogging of the membrane can be suppressed.
【0015】なお、粉末活性炭は、連続的に投入しても
よいが、通常は、汚泥量等の運転状態に応じてバッチ方
式で適当量を投入すればよく、投入位置も任意に選択す
ることができる。特に、微生物の活性が低下する低水温
時に粉末活性炭を投入することにより、多くの微生物を
粉末活性炭に付着させることができるので、低水温時に
おいても通常時と変らぬ処理効率が得られる。The powdered activated carbon may be continuously charged, but usually, an appropriate amount may be charged in a batch system according to the operation state such as the amount of sludge, and the charging position may be arbitrarily selected. Can be. In particular, by introducing the powdered activated carbon at a low water temperature at which the activity of the microorganisms is reduced, many microorganisms can be attached to the powdered activated carbon, so that even at the low water temperature, the same processing efficiency as in the normal case can be obtained.
【0016】さらに、図2に示すように、処理槽12の
上部に設けた膜分離手段11と槽下部に設けた原水の流
入口13aとの間に、生物密度を高めることができる生
物接触層31を設け、膜分離を行う前に生物接触処理を
行うことにより、マンガンや有機物の除去効率を更に向
上させることができる。なお、生物接触層31の構造
は、従来の接触処理槽に設けられている接触材と同じも
のを用いることができ、他の構成要素は、上記図1と同
様に構成することができるので、同一符号を付して詳細
な説明は省略する。Further, as shown in FIG. 2, between the membrane separation means 11 provided at the upper part of the treatment tank 12 and the raw water inlet 13a provided at the lower part of the tank, a biological contact layer capable of increasing the biological density. By providing the base 31 and performing the biological contact treatment before performing the membrane separation, the removal efficiency of manganese and organic substances can be further improved. The structure of the biological contact layer 31 can be the same as the contact material provided in the conventional contact treatment tank, and the other components can be configured in the same manner as in FIG. 1 above. The same reference numerals are given and the detailed description is omitted.
【0017】[0017]
【発明の効果】以上説明したように、本発明の浄水処理
方法によれば、簡単な装置構成の設備でマンガン,溶解
性有機物及び固体成分を効率よく除去することができ
る。As described above, according to the water purification method of the present invention, manganese, soluble organic substances, and solid components can be efficiently removed with equipment having a simple apparatus configuration.
【図1】 本発明方法を実施するための処理設備の一形
態例を示す系統図である。FIG. 1 is a system diagram showing one embodiment of a processing facility for carrying out the method of the present invention.
【図2】 他の形態例を示す系統図である。FIG. 2 is a system diagram showing another embodiment.
10…膜分離装置、11…膜分離手段、12…処理槽、
13…流入管、14…返送管、15…流出管、20…接
触槽、21…原水流入管、22…粉末活性炭投入手段、
23…撹拌機、31…生物接触層10 membrane separator, 11 membrane separator, 12 treatment tank,
13 ... inflow pipe, 14 ... return pipe, 15 ... outflow pipe, 20 ... contact tank, 21 ... raw water inflow pipe, 22 ... powder activated carbon charging means,
23: stirrer, 31: biological contact layer
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C02F 1/44 C02F 1/44 K 1/64 1/64 A (72)発明者 小澤 源三 北海道札幌市北区北33条西12丁目3−23 (72)発明者 鈴木 辰彦 東京都中央区京橋1丁目3番3号 前澤工 業株式会社内──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code Agency reference number FI Technical indication location C02F 1/44 C02F 1/44 K 1/64 1/64 A (72) Inventor Genzo Ozawa Hokkaido (72) Inventor Tatsuhiko Suzuki 1-3-3 Kyobashi, Chuo-ku, Tokyo Inside Maezawa Kogyo Co., Ltd.
Claims (2)
を備えた膜分離装置の前段に接触槽を設けるとともに原
水中に粉末活性炭を投入し、膜分離装置内の固体成分を
前記接触槽に返送して原水と混合することにより、原水
中の溶解性有機物を前記粉末活性炭に吸着させて除去す
るとともに、固体成分に付着した微生物により前記溶解
性有機物及び原水中に含まれるマンガンを除去すること
を特徴とする浄水処理方法。1. A contact tank is provided in front of a membrane separation device provided with a membrane separation means for separating solid components in raw water, and powdered activated carbon is charged into the raw water to separate the solid components in the membrane separation device into the contact tank. And mixed with the raw water to remove and remove the soluble organic matter in the raw water by adsorbing on the powdered activated carbon, and remove the soluble organic matter and manganese contained in the raw water by the microorganisms attached to the solid components. A water purification method characterized by the following.
に、生物接触層による接触処理を行うことを特徴とする
請求項1記載の浄水処理方法。2. The water purification method according to claim 1, wherein a contact treatment with a biological contact layer is performed before performing the membrane separation in the membrane separation device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8152270A JPH10494A (en) | 1996-06-13 | 1996-06-13 | Water treatment method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8152270A JPH10494A (en) | 1996-06-13 | 1996-06-13 | Water treatment method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH10494A true JPH10494A (en) | 1998-01-06 |
Family
ID=15536834
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8152270A Pending JPH10494A (en) | 1996-06-13 | 1996-06-13 | Water treatment method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH10494A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100898015B1 (en) * | 2002-08-30 | 2009-05-19 | 재단법인 포항산업과학연구원 | Wastewater-Oiled Wastewater Treatment Method with Improved Separation Efficiency of Membrane Process |
| JP2012101154A (en) * | 2010-11-08 | 2012-05-31 | Sekisui Chem Co Ltd | Sewage cleaning apparatus and sewage cleaning method |
| CN105330058A (en) * | 2015-10-30 | 2016-02-17 | 北京国电富通科技发展有限责任公司 | Adsorption-separation integrated reactor and treatment method thereof |
| JP2021183301A (en) * | 2020-05-21 | 2021-12-02 | 国立大学法人九州大学 | Manganese removal method |
-
1996
- 1996-06-13 JP JP8152270A patent/JPH10494A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100898015B1 (en) * | 2002-08-30 | 2009-05-19 | 재단법인 포항산업과학연구원 | Wastewater-Oiled Wastewater Treatment Method with Improved Separation Efficiency of Membrane Process |
| JP2012101154A (en) * | 2010-11-08 | 2012-05-31 | Sekisui Chem Co Ltd | Sewage cleaning apparatus and sewage cleaning method |
| CN105330058A (en) * | 2015-10-30 | 2016-02-17 | 北京国电富通科技发展有限责任公司 | Adsorption-separation integrated reactor and treatment method thereof |
| JP2021183301A (en) * | 2020-05-21 | 2021-12-02 | 国立大学法人九州大学 | Manganese removal method |
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