JPS61114796A - Anaerobic filter bed apparatus - Google Patents

Anaerobic filter bed apparatus

Info

Publication number
JPS61114796A
JPS61114796A JP59236296A JP23629684A JPS61114796A JP S61114796 A JPS61114796 A JP S61114796A JP 59236296 A JP59236296 A JP 59236296A JP 23629684 A JP23629684 A JP 23629684A JP S61114796 A JPS61114796 A JP S61114796A
Authority
JP
Japan
Prior art keywords
tank
treated
water
gas
filter bed
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.)
Granted
Application number
JP59236296A
Other languages
Japanese (ja)
Other versions
JPH0476755B2 (en
Inventor
Kazuaki Nakagawa
和昭 中川
Toshiki Yoshimura
敏機 吉村
Sumiko Hikami
氷上 澄子
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.)
Organo Corp
Original Assignee
Organo Corp
Japan Organo 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 Organo Corp, Japan Organo Co Ltd filed Critical Organo Corp
Priority to JP59236296A priority Critical patent/JPS61114796A/en
Publication of JPS61114796A publication Critical patent/JPS61114796A/en
Publication of JPH0476755B2 publication Critical patent/JPH0476755B2/ja
Granted 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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel
    • 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)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Treatment Of Sludge (AREA)

Abstract

PURPOSE:To prevent the lowering in function, by dividing a tank into plural sections and arranging an air diffusion pipe, which supplies washing gas, to the lower part of the packing material bed in each tank. CONSTITUTION:Water to be treated flowed into tanks 1a, 1b, 1c, 1d is passed through packing material beds 6a, 6b, 6c, 6d to reach a solid-liquid separation tank 8 from a treated water discharge pipe 12 through an intermediate water seal tank 8 and flowed in the separate treatment apparatus in the next stage. A gas exhaust pipe 10 for separately guiding formed gas to a blower 5 is connected to the upper part of each tank and the blower 5 is branched on the way to be further connected to the gas diffusion pipes 14 from the lower parts of the tanks 1a, 1b, 1c, 1d. All of values X1-X4 and V1-V4 are closed and, if a pump 4 and the blower 5 are operated to perform the anaerobic treatment of water to be treated, water to be treated is respectively independently treated in each tank.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、(i!気性微生物をその表面および間隙に高
濃度に着生保持させた充填材層を有し、有機物を含む被
処理水を当該充填材層の下部もしくは上部から流入させ
、メタン発酵処理を含む嫌気性処理によって有機物を除
去する嫌気性濾床装置に関するものである。
Detailed Description of the Invention [Industrial Field of Application] The present invention provides (i! The present invention relates to an anaerobic filter bed device in which organic matter is removed by anaerobic treatment including methane fermentation treatment by introducing organic matter from the bottom or top of the packing material layer.

〔従来の技術〕[Conventional technology]

嫌気性濾床装置は、前記したように充填材の表面等に着
生保持させた嫌気性微生物によりメタン発酵させて被処
理水の有機物を除去するものであり、一般に充填材層を
もつ妖気性濾床槽(嫌気性固定濾床槽ともいう)は、被
処理水中の有機物絶対量と槽の負荷量の関係から定まる
槽容量を満足するように形成される。
As mentioned above, an anaerobic filter bed device removes organic matter from the water to be treated by methane fermentation using anaerobic microorganisms that are kept as epiphytes on the surface of a packing material. The filter bed tank (also referred to as an anaerobic fixed filter bed tank) is formed so as to satisfy the tank capacity determined from the relationship between the absolute amount of organic matter in the water to be treated and the load amount of the tank.

また、嫌気性処理の継続によって充填材層に目詰りが生
ずると、比較的大流量の嫌気性ガス(不活性ガス、嫌気
性処理によって生成するガスを指す)を 通して充填材
層の洗浄が行なわれる。
In addition, if the filler layer becomes clogged due to continued anaerobic treatment, the filler layer can be cleaned by passing a relatively large flow of anaerobic gas (inert gas, gas generated by anaerobic treatment). It is done.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

従来の嫌気性濾床装置においては、充填材層を単一のも
のとしており、したがってその洗浄も全体に対して行な
われるが、この際、嫌気性微生物は好気性微生物に比較
して充填材に対する固着力が弱く、このために洗浄によ
って嫌気性微生物が剥離し、充填材層内の嫌気性微生物
量を極度に減少させる恐れがあり、この場合には好気性
微生物に比較して増殖速度が1715〜1/20の嫌気
性微生物を充填槽内に必要な量まで回復保持させるには
相当な日数を必要とし機能低下をもたらす問題がある。
In conventional anaerobic filter bed devices, the packing material layer is a single layer, so the entire layer is cleaned, but in this case, anaerobic microorganisms are more sensitive to the packing material than aerobic microorganisms. The adhesion force is weak, and because of this, the anaerobic microorganisms may be detached by washing and the amount of anaerobic microorganisms in the filler layer may be extremely reduced.In this case, the growth rate is 1715% compared to that of aerobic microorganisms. There is a problem in that it takes a considerable number of days to recover and retain ~1/20 of the anaerobic microorganisms in the filling tank to the required amount, resulting in a decrease in functionality.

そこで、本発明においては、嫌気性濾床装置の充填材層
内における微生物保持量の極端な減少を防止しつつ、適
切な間隔で充填材層の洗浄を行なうことができる嫌気性
濾床装置を提供することを目的とする。
Therefore, in the present invention, an anaerobic filter bed device is provided which is capable of cleaning the packing material layer at appropriate intervals while preventing an extreme decrease in the amount of microorganisms retained in the packing material layer of the anaerobic filter bed device. The purpose is to provide.

〔問題点を解決するための手段〕[Means for solving problems]

前記した目的を達成するためになされた本発明の要旨と
するところは、表面に嫌気性微生物の着生した充填材層
を槽内に備え、この充填材層に被処理水と攪拌用ガスと
を流通させて微生物処理する嫌気性濾床装置において、
前記槽を、断面積がほぼ等しくかつほぼ一定の洗浄間隔
で順次に洗浄される複数の檜に分割し、各種の充填材層
の下部に、洗浄用のガスを供給する散気管を夫々配設し
たことを特徴とするところにある。
The gist of the present invention, which has been made to achieve the above-mentioned object, is that a tank is provided with a filler layer on the surface of which anaerobic microorganisms have grown, and water to be treated and a stirring gas are placed in the filler layer. In an anaerobic filter bed device that distributes and processes microorganisms,
The tank is divided into a plurality of cypresses that have approximately the same cross-sectional area and are sequentially cleaned at approximately constant cleaning intervals, and diffuser pipes that supply cleaning gas are arranged below each type of filler layer. It is characterized by what it has done.

ここで複数の槽に分割とは、独立した槽を設ける、一つ
の槽内を複数の種部分に仕切る、等のいずれであっても
よい。
Here, dividing into a plurality of tanks may mean providing independent tanks, partitioning the inside of one tank into a plurality of seed parts, etc.

〔作用〕[Effect]

前記した本発明装置によれ、複数に分割された槽は、時
期をずらせて洗浄を行なうことができるため、仮りに洗
浄によっである一つの檜の嫌気性微生物量が極端に減少
しても、他の槽の嫌気性微生物量は十分に保持されてい
るために装置全体としての機能低下は抑制され、また次
の櫂の洗浄時期までの間に前記した櫂の嫌気性微生物量
の回復が得られるから、装置全体としての極端な機能低
下は生じないという利益がある。
According to the device of the present invention described above, the divided tanks can be cleaned at different times, so even if the amount of anaerobic microorganisms in one cypress tree is extremely reduced due to cleaning, Since the amount of anaerobic microorganisms in other tanks is sufficiently maintained, the decline in the functionality of the device as a whole is suppressed, and the amount of anaerobic microorganisms in the paddles described above is recovered before the next paddle cleaning time. Therefore, there is an advantage that there is no extreme deterioration in the functionality of the device as a whole.

櫂の分割数は、可能な範囲で多いことが望ましく、一般
的には3〜4個ないしそれ以上とすることがよい、また
各種の順次の洗浄間隔は(各種の被処理水の通水期間/
槽の数)で定め゛ることがよい。
It is desirable that the number of divided paddles be as large as possible, generally 3 to 4 or more, and the interval between each type of sequential cleaning (the water flow period for each type of water to be treated) is /
It is better to determine the number of tanks).

また本発明は、各種の洗浄を、嫌気性ガス特に嫌気性処
理による生成ガスを利用して行なうことによって効率よ
〈実施され、更に被処理水を嫌気性処理する際に充填材
層を攪拌するために供給する攪拌用ガスとして、前記嫌
気性ガスを常時利用し、洗浄時にはバルブの切換えによ
り全槽への当該供給ガスを一つの槽に集中させるように
すれば、前記嫌気性ガスの供給系を攪拌用と洗浄用に共
用できるという利点も得られる。
In addition, the present invention enables efficient cleaning by using anaerobic gas, particularly gas produced by anaerobic treatment, and furthermore, when the water to be treated is subjected to anaerobic treatment, the filler layer is stirred. If the above-mentioned anaerobic gas is always used as the stirring gas to be supplied for cleaning, and the supply gas to all the tanks is concentrated in one tank by switching the valve during cleaning, the above-mentioned anaerobic gas supply system can be improved. Another advantage is that it can be used for stirring and cleaning.

〔実施例〕〔Example〕

以下本発明を図面第1図に示す一実施フローに従って更
に詳細に説明する。
Hereinafter, the present invention will be explained in more detail according to an implementation flow shown in FIG. 1 of the drawings.

図は本発明よりなる嫌気性濾床装置の全体構成概要を示
しており、図においてla、 lb、 lc。
The figure shows an outline of the overall configuration of the anaerobic filter bed device according to the present invention, and in the figure, la, lb, and lc are designated as la, lb, and lc.

1dは嫌気性濾床槽で、4槽に区画されている。1d is an anaerobic filter bed tank, which is divided into four tanks.

これらの4槽は被処理水の流通に関して断面積がほぼ同
一となっており、また各種には充填材層[(a、 eb
、 8c、 8dを備えている。これらの充填材層は、
粒状、塊状等の無機ないし有機充填材を充填することに
より構成され、当該充填材の表面および間隙に、処理の
進行に従って嫌気性微生物が着生保持される。2は前記
槽1a、lb。
These four tanks have almost the same cross-sectional area regarding the flow of the water to be treated, and each type has a filler layer [(a, eb
, 8c, and 8d. These filler layers are
It is constructed by filling inorganic or organic fillers in the form of granules, blocks, etc., and anaerobic microorganisms are retained as epiphytes on the surfaces and gaps of the fillers as the treatment progresses. 2 is the tank 1a, lb.

lc、Idの夫々に分岐独立して接続された被処理水流
入管であり、調整槽3からポンプ4を介して各槽均等に
被処理水を流入させる。なお、X 1 、X2  、X
3  、Xaは前記被処理水流入管の分岐経路に夫々−
個宛設けられた流入切換弁であり、通常は全て開路され
ている。
This is a water inflow pipe to be treated that is branched and independently connected to each of lc and Id, and allows the water to be treated to equally flow into each tank from the adjustment tank 3 via the pump 4. In addition, X 1 , X2 , X
3, Xa are respectively connected to the branch paths of the water inflow pipe to be treated.
These are individually provided inflow switching valves, and normally all of them are open.

各種1a、 Ib、 lc、 ldに流入された被処理
水は、充填材層8a、 6b、 8c、 6dを通って
上部に抜け、処理水排出管12から途中水封槽7を経て
固液分離槽8に至り、固液分離された液は処理水として
放流、ないし次段の別の処理装置に流入される。
The water to be treated that has flowed into each type 1a, Ib, lc, and ld passes through the filler layers 8a, 6b, 8c, and 6d to the upper part, and is separated from the treated water through the water seal tank 7 from the treated water discharge pipe 12. The solid-liquid separated liquid reaches the tank 8 and is discharged as treated water or flows into another treatment device in the next stage.

また、嫌気性処理により生成したガス(メタンガス等)
は、ガス排出管11を介してガス貯槽9に送られる。
In addition, gases generated by anaerobic treatment (methane gas, etc.)
is sent to the gas storage tank 9 via the gas discharge pipe 11.

また各槽上部からは、生成ガスを前記とは別にブロアー
5に導くガス排出管10が′Wc続され、ブロアー5は
更にガス供給管13を介して途中分岐され、各種1a、
 lb、 lc、 ldの下部に至って開口された散気
管14に接続されている。■1 、■2 、v3 、v
4は前記ガス供給管13の分岐経路に夫々介設されたガ
ス吹込切換弁であり、通常は全て開路されている。
Additionally, from the top of each tank, a gas exhaust pipe 10 is connected to the blower 5 for guiding the generated gas to the blower 5. The blower 5 is further branched midway through a gas supply pipe 13,
It is connected to a diffuser pipe 14 which is opened to the lower part of lb, lc, and ld. ■1 , ■2 , v3 , v
Reference numeral 4 designates gas blowing switching valves interposed in respective branch paths of the gas supply pipe 13, which are normally all open.

以上のような嫌気性濾床装置においては、弁x1〜x4
およびv1〜v4をいずれも開路した状態で、ポンプ4
およびブロアー5を稼動させて*機性廃水である被処理
水の嫌気性処理を行なうと、被処理水は各種で夫々独立
して処理が行なわれ、各種より出てきた生成ガスの一部
は攪拌用ガスとして再びブロアー5で循環されて各種の
下部より散気管14を介して吹込まれ槽内を攪拌する。
In the anaerobic filter bed device as described above, valves x1 to x4
and pump 4 with all v1 to v4 open.
When the blower 5 is operated to perform anaerobic treatment of the water to be treated, which is organic wastewater, each type of water to be treated is treated independently, and a part of the gas produced from each type is The gas is circulated again by the blower 5 as a stirring gas, and is blown in from various lower portions through the diffuser pipes 14 to stir the inside of the tank.

この状態で処理が継続された後、Jllaの充填材層6
aに目詰まりを生じたとすると、槽1b、lc。
After the process continues in this state, the filler layer 6 of Jlla
If clogging occurs in tanks 1b and lc.

1d(7)ガス吹込切換弁V2 + Vs + Va 
ヲ閉、■!のみを開とし、生成ガスを槽1aに集中して
吹込む、この事により[1aに吹込まれる生成ガスは通
常時の4倍量となり、充填材層6aに過剰に着生し目詰
りを生じた嫌気性微生物を剥離排出させることができる
。このとき被処理水供給ポンプ4は停止させてx+  
、X2  、X3 、Xaの被処理水流入切換弁を閉と
しておく0以上の洗浄操作が終われば、答弁vL、v2
 、v3 。
1d(7) Gas blowing switching valve V2 + Vs + Va
Close, ■! The gas is blown into the tank 1a in a concentrated manner, and the amount of gas blown into the tank 1a is four times the normal amount, resulting in excessive deposition on the filler layer 6a and clogging The generated anaerobic microorganisms can be separated and discharged. At this time, the treated water supply pump 4 is stopped and
, X2 ,
, v3.

■4およびX 1+ X 2 1 X 3  r X 
aを全て開として被処理水供給ポンプ4も再び運転させ
通常状態に戻る。
■4 and X 1+ X 2 1 X 3 r X
a is fully opened and the treated water supply pump 4 is also operated again to return to the normal state.

以下各層は同様の操作によって洗浄時期毎に順次洗浄を
行なえばよいが、その際これらの各種は独立していてそ
の洗浄時期の設定についても各別に定めることができる
から、各種の洗浄の時間間隔を、嫌気性濾床装置の全体
として嫌気性微生物の保持を極端に低下させないように
することで、好ましい連続運転状態を確保することがで
きる。嫌気性濾床装置の充填材層の目詰りの問題に対し
ては、その容量、被処理水の買等にもよるが一般に数カ
月のサイクルで洗浄を要するので、第1図に示した実施
フローのものでは各種がほぼ同一の大きさであるから、
たとえば各種の被処理水の通水期間(洗浄から次の洗浄
までの期間)が6力月であるとすると、(6力月74)
=1.5力月 の間隔で槽1aよりlb、 Ic、 Id、 la・・
・・・・と順次゛に前記した洗浄操作を繰り返すように
すればよい。この場合に例えば生成ガス量の低下等から
判断される一つの槽の微生物保持量の極端な低下があっ
ても、装置全体での機能低下は全体機能に対して最大1
74程度までであり、次の槽の洗浄時期までに機能低下
した槽の微生物保持量の回復(必要に応じて微生物移植
、集中的な汚泥返送等の回復法を採用してもよい)を図
ることができ、装置全体としての連続運転は十分行なえ
る。
The following layers can be cleaned sequentially at each cleaning period using the same operation, but in this case, each layer is independent and the cleaning period can be set separately, so the time interval between each type of cleaning can be changed. By preventing the retention of anaerobic microorganisms in the anaerobic filter bed device as a whole from extremely decreasing, a favorable continuous operating state can be ensured. To solve the problem of clogging of the packing material layer of an anaerobic filter bed device, cleaning is generally required in a cycle of several months, depending on the capacity and purchase of the water to be treated, etc., so the implementation flow shown in Figure 1 is recommended. Since each species is approximately the same size,
For example, if the water flow period (period from one wash to the next wash) for each type of water to be treated is 6 months, (6 months 74)
= lb, Ic, Id, la... from tank 1a at intervals of 1.5 power months.
. . . The above-mentioned cleaning operation may be repeated in sequence. In this case, even if there is an extreme drop in the amount of microorganisms retained in one tank, as judged from a drop in the amount of gas produced, for example, the functionality of the entire device will be reduced by up to 1% compared to the overall functionality.
74, and try to recover the amount of microorganisms retained in the tank whose function has deteriorated by the time of the next tank cleaning (recovery methods such as microorganism transplantation and intensive sludge return may be adopted as necessary). Therefore, the entire device can be operated continuously.

また第1図に示した実施フローにおいて、各種に供給す
る攪拌用ガスの流量合計と、一つの槽に供給する洗浄用
ガスの流量とがほぼ等しくなるように各種を分割するこ
とにより洗浄用のブロアーとして、常時各槽内のガス攪
拌用に使用しているブロアーをそのまま利用できるため
、設備的にも洗浄用の装置等を別に設ける必要がなく有
利である。
In addition, in the implementation flow shown in Figure 1, by dividing each type so that the total flow rate of stirring gas supplied to each type is approximately equal to the flow rate of cleaning gas supplied to one tank, cleaning As the blower, the blower that is always used for stirring the gas in each tank can be used as is, which is advantageous in terms of equipment since there is no need to separately provide a cleaning device or the like.

〔発明の効果〕〔Effect of the invention〕

本発明よりなる妖気性濾床装置は、嫌気性濾床槽を複数
設け、これらの槽の洗浄時期をずらせるようにしたこと
で、@気性微生物が充填材に対して固着力が比較的弱く
、このために洗浄された槽の微生物が剥離してその保持
量が極端に低下することがあっても、これによる機能低
下を装置全体としては一部の槽に限定させることができ
、嫌気性濾床装置全体の極端な機能低下を招くことなく
装置の連続運転を可能とする効果が得られる。
The aerobic filter bed device of the present invention has a plurality of anaerobic filter beds and staggers the cleaning times of these tanks, so that the adhesion of aerobic microorganisms to the filler is relatively weak. For this reason, even if the microorganisms in the cleaned tank are detached and the amount of microorganisms retained is extremely reduced, the functional decline due to this can be limited to a part of the tank as a whole, and the anaerobic The effect of enabling continuous operation of the filter bed apparatus without causing extreme functional deterioration of the entire filter bed apparatus is obtained.

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

図面第1図は本発明装置の一実施フローの構成概要を示
す図である。 1a〜1d:嫌気性濾床I!!  2:被処理水流入管
3:調整槽      4ニポンプ 5ニブロアー   6a〜6d:充填材層7:水封槽 
     8:固液分離槽9:ガス貯槽    10,
11:ガス排出管12:処理水排出管  13:ガス吹
込管14:散気管 X、−X4 :被処理流入切換弁 ■1〜■4 :ガス吹込切換弁 手続補正書 昭和Z/年2 月3B 昭和59年特許願第2”34Zq4号 事件との関係  出 願 人 氏 名(名称>  K+しn”)Jr”lr&lt’/
に4、代 理 人 住 所  東京都千代田区丸の内2丁目6番2号丸の内
へ重洲ビル33G8、補正の内容  別紙のとおり 補    正    書 本願明細口中下記事項を補正いたします。 記 1、第2頁下から7行目に 「被処理水の有機物」とあるを 「被処理水中の有機物」と訂正する。 λ第2頁下から4行目に 「槽の負荷量」とあるを 「槽の容積負荷量」と訂正する。 λ第4頁下から9〜8行目に 「独立した檜を設ける、」とあるを 「独立した檜を複数設ける、」と訂正する。 4、第4頁下から5行目に 「本発明装置によれ、」とあるを 「本発明装置によれば、」と訂正する。 5、第8頁下から1行目に 「以下各層は」とあるを 「、以下各層は」と訂正する。 6、第9頁3行目に 「各別に定める」とあるを 「各種別に定める」と訂正する。 7、第9頁5〜6行目に 「低下させないようにすることで、」とあるを「低下さ
せないように定めることで、」と訂正する。 8、第11頁下から4行目に 「13:ガス吹込管」とあるを 「13:ガス供給管」と訂正する。 9、第11頁下から2行目に 1” Xi〜x4:被処理流入切換弁」とあるをr X
t〜x4:流入切換弁」と訂正する。
FIG. 1 is a diagram showing an outline of the configuration of one implementation flow of the apparatus of the present invention. 1a-1d: Anaerobic filter bed I! ! 2: Water inflow pipe to be treated 3: Adjustment tank 4 Ni pump 5 Ni blower 6a to 6d: Filler layer 7: Water seal tank
8: solid-liquid separation tank 9: gas storage tank 10,
11: Gas discharge pipe 12: Treated water discharge pipe 13: Gas blowing pipe 14: Diffusion pipe Relationship with Patent Application No. 2”34Zq4 of 1988 Applicant Name (Name > K+Shin”) Jr”lr&lt’/
4. Agent Address: 33G8 Marunouchi Shigesu Building, 2-6-2 Marunouchi, Chiyoda-ku, Tokyo Contents of Amendment The following matters in the statement of application are amended as shown in the attached document. In the seventh line from the bottom of page 1 and 2, the words "organic substances in the water to be treated" are corrected to "organic substances in the water to be treated." In the fourth line from the bottom of the second page of λ, the phrase "load amount of tank" is corrected to "volume load amount of tank." In the 9th to 8th lines from the bottom of the 4th page of λ, the phrase "independent cypress is provided" is corrected to "provide a plurality of independent cypresses." 4. In the fifth line from the bottom of page 4, the phrase "according to the apparatus of the present invention" is corrected to "according to the apparatus of the present invention." 5. In the first line from the bottom of page 8, the phrase ``The following layers are'' is corrected to ``The following layers are''. 6. In the 3rd line of page 9, the phrase ``specified by each type'' is corrected to ``specified by each type.'' 7. On page 9, lines 5 and 6, the phrase ``by preventing the decrease,'' should be corrected to ``by determining not to decrease.'' 8. In the fourth line from the bottom of page 11, the text "13: Gas blowing pipe" is corrected to "13: Gas supply pipe." 9. On the second line from the bottom of page 11, it says 1" Xi~x4: Processed inflow switching valve" r
t~x4: Inflow switching valve" is corrected.

Claims (1)

【特許請求の範囲】 1 表面に嫌気性微生物の着生した充填材層を槽内に備
え、この充填材層に被処理水と攪拌用ガスとを流通させ
て微生物処理する嫌気性濾床装置において、前記槽を、
断面積がほぼ等しくかつほぼ一定の洗浄間隔で順次に洗
浄される複数の槽に分割し、各槽の充填材層の下部に、
洗浄用のガスを供給する散気管を夫々配設したことを特
徴とする嫌気性濾床装置。 2 複数の槽の順次の洗浄間隔が (各槽の被処理水の通水期間/槽の数) で定められていることを特徴とする特許請求の範囲第1
項に記載した嫌気性濾床装置。 3 各槽に供給する攪拌用ガスの流量合計と、一つの槽
に供給する洗浄用ガスの流量とがほぼ等しくなるように
槽を分割することを特徴とする特許請求の範囲第1項又
は第2項に記載した嫌気性濾床装置。
[Scope of Claims] 1. An anaerobic filter bed device, which is equipped with a packing material layer on the surface of which anaerobic microorganisms have grown in a tank, and performs microbial treatment by passing water to be treated and stirring gas through the packing material layer. In the tank,
Divided into multiple tanks with approximately equal cross-sectional areas and cleaned sequentially at approximately constant cleaning intervals, and at the bottom of the filler layer in each tank,
An anaerobic filter bed device characterized in that a diffuser pipe for supplying cleaning gas is provided in each case. 2. Claim 1, characterized in that the sequential cleaning interval of the plurality of tanks is determined by (water passage period of treated water in each tank/number of tanks)
The anaerobic filter bed device described in section. 3. Claims 1 or 3, characterized in that the tanks are divided so that the total flow rate of stirring gas supplied to each tank is approximately equal to the flow rate of cleaning gas supplied to one tank. The anaerobic filter bed device described in Section 2.
JP59236296A 1984-11-09 1984-11-09 Anaerobic filter bed apparatus Granted JPS61114796A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59236296A JPS61114796A (en) 1984-11-09 1984-11-09 Anaerobic filter bed apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59236296A JPS61114796A (en) 1984-11-09 1984-11-09 Anaerobic filter bed apparatus

Publications (2)

Publication Number Publication Date
JPS61114796A true JPS61114796A (en) 1986-06-02
JPH0476755B2 JPH0476755B2 (en) 1992-12-04

Family

ID=16998686

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59236296A Granted JPS61114796A (en) 1984-11-09 1984-11-09 Anaerobic filter bed apparatus

Country Status (1)

Country Link
JP (1) JPS61114796A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61118191A (en) * 1984-11-13 1986-06-05 Ngk Insulators Ltd Anaerobic treatment of organic waste water
JPH03242294A (en) * 1990-02-16 1991-10-29 Ishigaki Kiko Kk Biological treating device for sewage using floating filter medium
US6520821B1 (en) 1998-05-18 2003-02-18 Nec Corporation Device package and device encapsulation method
JP2003340416A (en) * 2002-05-31 2003-12-02 Fuji Electric Co Ltd Method and apparatus for methane fermentation treatment of organic waste
JP2010227911A (en) * 2009-03-30 2010-10-14 Metawater Co Ltd Method and apparatus for methane fermentation treatment

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5049857A (en) * 1973-09-04 1975-05-02
JPS5242648A (en) * 1975-09-30 1977-04-02 Daicel Chem Ind Ltd Waste water denitrating method using germs
JPS5522157A (en) * 1978-08-04 1980-02-16 Power Reactor & Nuclear Fuel Dev Corp Testing method for material surface
JPS57187096A (en) * 1981-05-12 1982-11-17 Chiyoda Chem Eng & Constr Co Ltd Method and device for anaerobic treatment of waste water
JPS59173197A (en) * 1983-03-24 1984-10-01 Chiyoda Chem Eng & Constr Co Ltd Fermentating method of organic waste liquid

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5049857A (en) * 1973-09-04 1975-05-02
JPS5242648A (en) * 1975-09-30 1977-04-02 Daicel Chem Ind Ltd Waste water denitrating method using germs
JPS5522157A (en) * 1978-08-04 1980-02-16 Power Reactor & Nuclear Fuel Dev Corp Testing method for material surface
JPS57187096A (en) * 1981-05-12 1982-11-17 Chiyoda Chem Eng & Constr Co Ltd Method and device for anaerobic treatment of waste water
JPS59173197A (en) * 1983-03-24 1984-10-01 Chiyoda Chem Eng & Constr Co Ltd Fermentating method of organic waste liquid

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61118191A (en) * 1984-11-13 1986-06-05 Ngk Insulators Ltd Anaerobic treatment of organic waste water
JPH0471600B2 (en) * 1984-11-13 1992-11-16 Ngk Insulators Ltd
JPH03242294A (en) * 1990-02-16 1991-10-29 Ishigaki Kiko Kk Biological treating device for sewage using floating filter medium
US6520821B1 (en) 1998-05-18 2003-02-18 Nec Corporation Device package and device encapsulation method
JP2003340416A (en) * 2002-05-31 2003-12-02 Fuji Electric Co Ltd Method and apparatus for methane fermentation treatment of organic waste
JP2010227911A (en) * 2009-03-30 2010-10-14 Metawater Co Ltd Method and apparatus for methane fermentation treatment

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