JPH01139192A - Biological filter - Google Patents

Biological filter

Info

Publication number
JPH01139192A
JPH01139192A JP62295290A JP29529087A JPH01139192A JP H01139192 A JPH01139192 A JP H01139192A JP 62295290 A JP62295290 A JP 62295290A JP 29529087 A JP29529087 A JP 29529087A JP H01139192 A JPH01139192 A JP H01139192A
Authority
JP
Japan
Prior art keywords
tank
contact
water
pipe
discharge pipe
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
JP62295290A
Other languages
Japanese (ja)
Inventor
Yasuhiko Kihara
泰彦 木原
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan 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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP62295290A priority Critical patent/JPH01139192A/en
Publication of JPH01139192A publication Critical patent/JPH01139192A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Biological Treatment Of Waste Water (AREA)

Abstract

PURPOSE:To automatically prevent the outflow of a filter medium contained in backwashing water to the outside by providing >=2 contact tanks in parallel, and connecting the upper parts with a pipeline. CONSTITUTION:When the biological filter bed 3 of one contact tank 1 is washed, the valve 11 of a backwashing water discharge pipe 10 provided at the upper part is closed, and the valve 11a of a backwashing water discharge pipe 10a of the other contact tank 1a is opened. Backwashing water is then introduced into the tank 1 from a backwashing water inlet pipe 8 provided at the lower part of the tank 1 to wash the biological filter bed 3 in the tank 1. When the water level in the tank 1 is raised due to washing, the backwashing water contg. a part of the floated filter medium 4 flows into the other tank 1a through the pipeline 12 connecting the upper parts of the tanks 1 and 1a. As the flow velocity decreases rapidly in this case, the filter medium 4a settles in the tank 1a, and only the backwashing water and impurities are discharged from the discharge pipe 10a provided at the upper part of the other tank 1a. The biological filter bed 4a of the other tank 1a is washed in the same way.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、微生物を利用した原水の生物濾過装置に係り
、さらに詳しくは逆洗時に炉材の流出防止機能を備えた
接触槽を有する生物濾過装置に関するものである。
Detailed Description of the Invention [Industrial Application Field] The present invention relates to a biological filtration device for raw water using microorganisms, and more specifically, to a biological filtration device for raw water that uses microorganisms, and more specifically, a biological filtration device having a contact tank with a function of preventing outflow of furnace material during backwashing. This invention relates to a filtration device.

[従来の技術] 河川、湖沼等から引かれた原水を生物学的に処理する方
法としては、ハニカムチューブを使用した生物接触酸化
法、回転円板を使用した回転円板法、流動床を使用した
流動床法、あるいは固定床を使用した固定床法などがよ
く知られている。
[Prior art] Methods for biologically treating raw water drawn from rivers, lakes, etc. include the biological catalytic oxidation method using honeycomb tubes, the rotating disk method using rotating disks, and the fluidized bed. The fluidized bed method using a fixed bed or the fixed bed method using a fixed bed are well known.

このうち固定床法による生物濾過装置は、接触槽内に微
生物が付着した多数の担体からなるP材によって生物濾
過床を形成し、この生物濾過床に接触槽の上部から散水
した原水を通過させて微生物と接触させ、生物反応と一
過吸着により原水中の様々な不純物を除去して処理水と
して取出すようにしたものである。
Among these, biological filtration devices using the fixed bed method form a biological filtration bed in a contact tank using a P material made of a large number of carriers with microorganisms attached, and raw water sprinkled from the top of the contact tank is passed through this biological filtration bed. The water is then brought into contact with microorganisms, and various impurities in the raw water are removed through biological reactions and temporary adsorption, and then taken out as treated water.

第3図は上記のような生物濾過装置の接触槽の概要を示
す模式図である。図において、1は接触槽で、下部に設
けた多数の小孔を有する底板2上には、例えば直径が3
〜511111%比重が水とはり同じか又は僅に大きい
材質の担体からなり、微生物が付着したP材4により生
物濾過床3が形成されている。5は接触槽1の上部に設
けた原水の散水管、6は接触槽1の下部に設けた処理水
の流出管、7はバルブ、8は同じく逆洗水の流入管、9
はバルブ、lOは原水の散水管5の下方に設けた逆洗水
の排出管、11はバルブである。
FIG. 3 is a schematic diagram showing an outline of the contact tank of the biological filtration device as described above. In the figure, 1 is a contact tank, and on the bottom plate 2, which has many small holes provided at the bottom, there is a contact tank with a diameter of, for example, 3.
The biological filter bed 3 is made of a carrier made of a material whose specific gravity is the same as or slightly larger than that of water, and has microorganisms attached thereto. 5 is a sprinkling pipe for raw water provided at the top of contact tank 1, 6 is an outflow pipe for treated water provided at the bottom of contact tank 1, 7 is a valve, 8 is also an inflow pipe for backwash water, 9
1 is a valve, IO is a backwash water discharge pipe provided below the raw water sprinkler pipe 5, and 11 is a valve.

上記のように構成した接触槽1においては、バルブ9.
11を閉じて原水の散水管5から接触槽1内に原水を散
水すると、原水は生物−週末3を通り流出管6から処理
水として外部にとり出される。
In the contact tank 1 configured as described above, the valve 9.
11 is closed and raw water is sprinkled into the contact tank 1 from the raw water sprinkling pipe 5, the raw water passes through the biological weekend 3 and is taken out as treated water from the outflow pipe 6.

このとき生物濾過床3を通過する原水は炉材4の微生物
に接触し、濾過吸着により原水中の様々な不純物が除去
される。
At this time, the raw water passing through the biological filter bed 3 comes into contact with the microorganisms in the furnace material 4, and various impurities in the raw water are removed by filtration and adsorption.

ところで、このような生物濾過装置においては、処理が
進むにつれて原水中の浮遊物質や担体から剥離した微生
物フロックなどによって生物濾過床3が閉塞され、目づ
まりを生じて処理能力が低下するので、時々生物濾過床
3を洗浄して目づまりを除去すると共に、微生物に酸素
を供給する必要がある。
By the way, in such a biological filtration device, as the treatment progresses, the biological filtration bed 3 becomes clogged by suspended solids in the raw water and microbial flocs detached from the carrier, causing clogging and reducing the processing capacity. It is necessary to clean the filter bed 3 to remove clogging and to supply oxygen to the microorganisms.

このため、バルブ9.11を開き、バルブ7を閉じて逆
洗水の流入管8から接触槽1内に逆流水を噴出させ、生
物−週末3の炉材4を流動させて洗浄すると同時に微生
物に酸素を供給し、洗浄が終った逆流水を排出管lOか
ら外部に排出している。
For this purpose, the valves 9 and 11 are opened, the valve 7 is closed, and backflow water is spouted from the backwash water inflow pipe 8 into the contact tank 1, causing the reactor material 4 of the biological weekend 3 to flow and be washed, while at the same time Oxygen is supplied to the tank, and the backflow water after cleaning is discharged to the outside from the discharge pipe IO.

[発明が解決しようとする問題点] 上記のような接触槽Cとおい・では、生物濾過床を逆洗
して逆流水を排出管lOから排出する際、逆流水に混入
したi炉材4も流出する。このような炉材4の流出を防
止するため、排出管10の排出口に網やフィルタ等を設
けているが、微生物は粘着性があるため、炉材4が網や
フィルタに付着して目づまりを生ずるため、時々洗浄し
て除去しなければならない。また網やフィルタを使用し
た場合は、流出した炉材4を1か所に集めて接触槽1内
に返送しなければならないので、設備費が高額になると
いう問題がある。さらに流出した炉材4をそのま\に放
置する場合は、定期的に新らしい炉材4を補充する必要
があるので、ランニングコストが増加する等、種々問題
があった。
[Problems to be Solved by the Invention] In the above-mentioned contact tank C, when the biological filter bed is backwashed and the backflow water is discharged from the discharge pipe 1O, the I furnace material 4 mixed into the backflow water is It also leaks out. In order to prevent such outflow of the furnace material 4, a screen or filter is provided at the outlet of the discharge pipe 10, but since microorganisms are sticky, the furnace material 4 may adhere to the screen or filter and cause eye damage. They form clogs that must be removed by cleaning from time to time. Furthermore, when a screen or filter is used, the outflowed furnace material 4 must be collected in one place and returned to the contact tank 1, which poses a problem of high equipment costs. Furthermore, if the spilled furnace material 4 is left as it is, it is necessary to periodically replenish the furnace material 4 with new material, which causes various problems such as an increase in running costs.

本発明は上記の問題点を解決すべくなされたもので、炉
材の流出を自動的に防止するようにした接触槽を有する
生物濾過装置を得ることを目的としたものである。
The present invention was made to solve the above-mentioned problems, and its object is to provide a biological filtration device having a contact tank that automatically prevents outflow of furnace material.

[問題点を解決するための手段] 本発明は、上記の目的を達成すべくなされたもので、内
部に炉材からなる生物濾過床が設けられ、上部に原水の
散水管とバルブを備えた逆流水の排出管が、また下部に
それぞれバルブを備えた処理水の流出管と逆洗水の流入
管が設けられた接触槽を備えた生物濾過装置において、
前記接触槽を2基以上並設してその上部を管路で連結し
た生物濾過装置を提供するものである。
[Means for Solving the Problems] The present invention has been made to achieve the above object, and includes a biological filter bed made of furnace material inside, and a raw water sprinkling pipe and a valve on the top. In a biological filtration device equipped with a contact tank having a discharge pipe for backflow water, and an outflow pipe for treated water and an inflow pipe for backwash water each having a valve at the bottom thereof,
The present invention provides a biological filtration device in which two or more of the above-mentioned contact tanks are arranged in parallel and their upper parts are connected by a pipe.

[作 用] 一方の接触槽の生物濾過床を洗浄するときは、その逆洗
水の排出管のバルブを閉め、他方の接触槽の逆洗水の排
出管のバルブを開いて一方の逆洗水の流入管から逆洗水
を流し、生物濾過床を洗浄する。洗浄によって接触槽内
の水位が上昇すると、流動した一部の炉材を含む逆洗水
は管路を通って他方の接触槽に流入するが、このとき流
速が急激に低下するため炉材は沈降し、逆洗水と不純物
のみが排出管から排出される。
[Operation] When cleaning the biological filtration bed of one contact tank, close the valve of the backwash water discharge pipe of the other contact tank, open the valve of the backwash water discharge pipe of the other contact tank, and start the backwash of one side. Backwash water is flowed from the water inlet pipe to wash the biological filter bed. When the water level in the contact tank rises due to cleaning, the backwash water containing some of the fluidized reactor material flows into the other contact tank through the pipe, but at this time, the flow rate rapidly decreases, causing the reactor material to Only the backwash water and impurities are discharged from the discharge pipe.

他方の接触槽の生物濾過床を洗浄する場合は、その接触
槽につき上記に準じた操作を行えばよい。
When cleaning the biological filtration bed of the other contact tank, the same operation as above may be performed for that contact tank.

[実施例] 第1図は本発明実施例の模式図で、本実施例においては
接触槽を2基並設した場合を示しである。
[Example] FIG. 1 is a schematic diagram of an example of the present invention, and this example shows a case where two contact tanks are arranged in parallel.

図において、1,1aは同じ構造の接触槽、3゜3aは
多数の炉材4,4aからなる生物r遊休、5.5aは接
触槽1,1aの上部に設けた原水の散水管である。6.
6aはバルブ7.7aを備えた処理水の流出管、8,8
aはバルブ9,9aを備えた逆洗水の流入管で、両流入
管8,8aはポンプPを介して逆洗水源に接続されてい
る。10゜10aはバルブ11. llaを備え、接触
槽1,1aの生物濾過床3.3aの上方に設けた逆洗水
の排出管、12は生物濾過床3,3aの上方において、
両接触槽1,1aを接続する管路である。
In the figure, 1 and 1a are contact tanks with the same structure, 3.3a is a living room made up of a large number of reactor materials 4 and 4a, and 5.5a is a raw water sprinkler pipe installed above the contact tanks 1 and 1a. . 6.
6a is a treated water outlet pipe equipped with a valve 7.7a, 8,8
Reference character a is an inflow pipe for backwash water equipped with valves 9 and 9a, and both inflow pipes 8 and 8a are connected to a backwash water source via a pump P. 10°10a is valve 11. A backwash water discharge pipe 12 is provided above the biological filtration beds 3.3a of the contact tanks 1 and 1a, and 12 is provided above the biological filtration beds 3 and 3a.
This is a pipe line that connects both contact tanks 1 and 1a.

次に、上記のように構成した本発明の詳細な説明する。Next, the present invention configured as described above will be explained in detail.

(1)水処理を行う場合 バルブ9. 9as 11. llaを閉じ、バルブ7
゜7aを開いて散水管5,5aから両接触槽1゜1a内
にそれぞれ散水すれば、原水は生物沢過床3,3aを通
って濾過され、処理水の流°山背6,6aから外部に取
出される。
(1) When performing water treatment Valve 9. 9as 11. Close lla and close valve 7.
When 7a is opened and water is sprinkled from the water pipes 5 and 5a into both contact tanks 1 and 1a, the raw water is filtered through the biological enrichment beds 3 and 3a, and the treated water flows from the mountain backs 6 and 6a. taken outside.

(2)逆洗水により生物濾過床を洗浄する場合先ず、一
方の接触槽1の生物濾過床3を洗浄する場合は、バルブ
7.7a、9a、ttを閉じ、バルブ9.llaを開い
てポンプPにより流入管8から接触槽1に逆洗水を送る
(第1図参照)。
(2) When cleaning the biological filter bed with backwash water First, when cleaning the biological filter bed 3 of one of the contact tanks 1, close the valves 7.7a, 9a, and tt, and close the valves 9.7a, 9a, and tt. lla is opened and the pump P sends backwash water from the inflow pipe 8 to the contact tank 1 (see Fig. 1).

これにより生物−週末3は洗浄され、逆洗水は一部のP
材3や不純物を含んだ状態で管路12から他方の接触1
filaへ送り込まれる。このとき、逆洗水は細い管路
12から広い接触槽1aに流入するため流速が急激に低
下し、これに含まれていたP材4は生物濾過床3a上に
沈降し、逆洗水とこれに含まれた較的軽い不純物のみが
排出管10aから排出される。
As a result, the biological material - Weekend 3 is washed, and the backwash water contains some P
The other contact 1 is removed from the pipe 12 in a state containing material 3 and impurities.
sent to file. At this time, the backwash water flows into the wide contact tank 1a from the narrow pipe line 12, so the flow rate decreases rapidly, and the P material 4 contained therein settles on the biological filter bed 3a, and the backwash water flows into the wide contact tank 1a. Only relatively light impurities contained therein are discharged from the discharge pipe 10a.

次に、他方の接触槽1aの生物濾過床3aを洗浄する場
合は、バルブ7.7a、9.llaを閉じ、バルブ9a
、11を開いて流入管8aから接触Wj 1 aに逆洗
水を送れば、前記と同様に逆洗水に含まれたP材4aは
他方の接触槽1の生物i濾過体3上に沈降し、逆洗水と
不純物のみが排出管10から排出される。
Next, when cleaning the biological filter bed 3a of the other contact tank 1a, the valves 7.7a, 9. lla and close valve 9a.
, 11 is opened and backwash water is sent from the inflow pipe 8a to the contact Wj 1a, the P material 4a contained in the backwash water settles on the biological i filter 3 of the other contact tank 1, as described above. However, only the backwash water and impurities are discharged from the discharge pipe 10.

第2図は本発明の他の実施例を示す模式図である。本実
施例においては、逆洗水の排出管10.lOaを接触槽
1.1aの生物濾過床3.3aに通ずる位置に設けたも
ので、このように構成したことによりpH4,4aの沈
降が更に促進される。この場合、排出管10. lOa
から排出される逆洗水の流速はきわめて低いので、生物
濾過床3,3aのP材4.4aが流出するおそれはない
FIG. 2 is a schematic diagram showing another embodiment of the present invention. In this embodiment, the backwash water discharge pipe 10. 1Oa is provided at a position communicating with the biological filter bed 3.3a of the contact tank 1.1a, and this configuration further promotes sedimentation of pH 4.4a. In this case, the discharge pipe 10. lOa
Since the flow rate of the backwash water discharged from the filter is extremely low, there is no risk that the P material 4.4a of the biological filter beds 3, 3a will flow out.

なお、上記の各実施例では、両接触槽1,1aに1台の
ポンプPを兼用して逆洗水を送るようにしたので、全体
の原水処理能力に比べて逆洗水用ポンプの容量を2分の
1にすることができる。
In each of the above embodiments, one pump P is used to send backwash water to both contact tanks 1 and 1a, so the capacity of the backwash water pump is smaller than the overall raw water treatment capacity. can be halved.

上記の説明では、2基の接触槽を並設した場合を示した
が、3基以上の接触槽を並設してもよい。
In the above description, the case where two contact tanks are installed in parallel is shown, but three or more contact tanks may be installed in parallel.

また、両接触槽には流入管のバルブを切換えることによ
り1台のポンプで逆洗水を送る場合を示したが、それぞ
れ別のポンプにより逆洗水を送ってもよい。
Furthermore, although a case has been shown in which backwash water is sent to both contact tanks by one pump by switching the valves of the inflow pipes, backwash water may be sent to both contact tanks by separate pumps.

[発明の効果コ 以上の説明から明らかなように、本発明は同じ構造の2
基以上の接触槽を並設して接触槽間を管路で連結するこ
とにより、逆洗水に含まれるP材の外部への流出を自動
的防止するようにしたので、構成がきわめて簡単で網や
フィルタを必要とせず、メンテナンスも不要であり、設
備費やメンテナンス費用を節減できる等、実施による効
果大である。
[Effects of the Invention] As is clear from the above explanation, the present invention has two
By installing more than one contact tank in parallel and connecting the contact tanks with pipes, the P material contained in the backwash water is automatically prevented from flowing out to the outside, so the configuration is extremely simple. It does not require nets or filters, does not require maintenance, and has great effects when implemented, such as reducing equipment costs and maintenance costs.

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

第1図は本発明実施例の模式図、第2図は他の実施例の
模式図、第3図は従来の接触槽の一例を示す模式図であ
る。 1.1a:接触槽、3,3a:生物濾過床、4゜4 a
 : P材、5.5a:原水の散水管、5.6a:処理
水の流出管、8,8a:逆洗水の流入管、10゜10a
:逆洗水の排出管、12:管路。
FIG. 1 is a schematic diagram of an embodiment of the present invention, FIG. 2 is a schematic diagram of another embodiment, and FIG. 3 is a schematic diagram showing an example of a conventional contact tank. 1.1a: Contact tank, 3,3a: Biological filter bed, 4゜4a
: P material, 5.5a: Raw water sprinkler pipe, 5.6a: Treated water outflow pipe, 8, 8a: Backwash water inflow pipe, 10° 10a
: Backwash water discharge pipe, 12: Pipe line.

Claims (1)

【特許請求の範囲】 内部に濾材からなる生物濾過床が設けられ、上部に原水
の散水管とバルブを備えた逆流水の排出管が、また下部
にそれぞれバルブを備えた処理水の流出管と逆洗水の流
入管が設けられた接触槽を有する生物濾過装置において
、 前記接触槽を2基以上並設してその上部を管路で連結し
たことを特徴とする生物濾過装置。
[Claims] A biological filtration bed made of a filter material is provided inside, a backflow water discharge pipe equipped with a raw water sprinkling pipe and a valve at the upper part, and a treated water discharge pipe and a treated water discharge pipe each equipped with a valve at the lower part. A biological filtration device having a contact tank provided with an inflow pipe for backwash water, characterized in that two or more of the contact tanks are arranged side by side and their upper parts are connected by a pipe line.
JP62295290A 1987-11-25 1987-11-25 Biological filter Pending JPH01139192A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62295290A JPH01139192A (en) 1987-11-25 1987-11-25 Biological filter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62295290A JPH01139192A (en) 1987-11-25 1987-11-25 Biological filter

Publications (1)

Publication Number Publication Date
JPH01139192A true JPH01139192A (en) 1989-05-31

Family

ID=17818687

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62295290A Pending JPH01139192A (en) 1987-11-25 1987-11-25 Biological filter

Country Status (1)

Country Link
JP (1) JPH01139192A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0863112A1 (en) * 1997-03-04 1998-09-09 CT Umwelttechnik GmbH, Wasser- und Abwassertechnik Method of operating a parallel flow multicell fixbedreactor
JP2018030070A (en) * 2016-08-23 2018-03-01 水ing株式会社 Water treatment apparatus and water treatment method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0863112A1 (en) * 1997-03-04 1998-09-09 CT Umwelttechnik GmbH, Wasser- und Abwassertechnik Method of operating a parallel flow multicell fixbedreactor
JP2018030070A (en) * 2016-08-23 2018-03-01 水ing株式会社 Water treatment apparatus and water treatment method

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