JP4030496B2 - Organic sludge treatment method and treatment equipment - Google Patents

Organic sludge treatment method and treatment equipment Download PDF

Info

Publication number
JP4030496B2
JP4030496B2 JP2003386084A JP2003386084A JP4030496B2 JP 4030496 B2 JP4030496 B2 JP 4030496B2 JP 2003386084 A JP2003386084 A JP 2003386084A JP 2003386084 A JP2003386084 A JP 2003386084A JP 4030496 B2 JP4030496 B2 JP 4030496B2
Authority
JP
Japan
Prior art keywords
tank
organic sludge
aeration
merton
filtration
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.)
Expired - Fee Related
Application number
JP2003386084A
Other languages
Japanese (ja)
Other versions
JP2005144339A (en
Inventor
信亜 深山
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.)
Sanwa Seisakusho Co Ltd
Original Assignee
Sanwa Seisakusho 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 Sanwa Seisakusho Co Ltd filed Critical Sanwa Seisakusho Co Ltd
Priority to JP2003386084A priority Critical patent/JP4030496B2/en
Publication of JP2005144339A publication Critical patent/JP2005144339A/en
Application granted granted Critical
Publication of JP4030496B2 publication Critical patent/JP4030496B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

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
    • Y02W10/20Sludge processing

Landscapes

  • Processing Of Solid Wastes (AREA)
  • Treatment Of Sludge (AREA)

Description

本発明は、都市ごみ中の生ごみ、し尿、汚泥等の液状、スラリ状、チップ状等の廃棄物(以下まとめて「有機質汚泥」という)の処理方法ならびにその設備に関する。   The present invention relates to a method for treating waste such as garbage, human waste, sludge and the like in municipal waste, slurries, chips, and the like (hereinafter collectively referred to as “organic sludge”), and equipment therefor.

学校や飲食店、病院、家庭等から大量に発生する生ごみ、食品の絞りかす、し尿、汚泥等の有機質を主体とする廃棄物は、水分の程度に応じて焼却処理や汚水処理が行われるが、いずれも広大な敷地と多大なエネルギーを消費する処理方法であり、しかも焼却灰や処理残渣等の2次処理の必要なものが発生し、その処理工程で新たな環境汚染が発生するなど問題点が多く、改善が望まれている。   Garbage generated in large quantities from schools, restaurants, hospitals, homes, etc., wastes mainly composed of organic matter such as food waste, human waste, sludge, etc., are subject to incineration and sewage treatment according to the moisture level. However, both are vast sites and processing methods that consume a great deal of energy, and in addition, some secondary processing such as incineration ash and processing residue occurs, and new environmental pollution occurs in the processing process. There are many problems and improvement is desired.

本発明は前記の問題点を解消し、低コストで排出物を出さない有機質汚泥の処理方法ならびに処理設備を実現することを目的とする。   An object of the present invention is to solve the above-mentioned problems and to realize an organic sludge treatment method and treatment equipment that does not emit waste at a low cost.

本発明の有機質汚泥の処理方法は、有機質汚泥を必要に応じて水で希釈しながら調整槽に投入し、ついで曝気槽に移送して曝気処理を行った後、その処理液をマートンチップを充填した濾過反応槽表面にスプレイして槽内を通過させ、その排出液を前記の調整槽に戻して繰り返し循環させることを特徴とし、望ましくは前記濾過反応槽に攪拌手段を設け、槽内表面部分を攪拌する前記の有機質汚泥の処理方法質汚泥の処理方法である。 The method for treating organic sludge according to the present invention is as follows. The organic sludge is diluted with water as necessary and then introduced into the adjustment tank, then transferred to the aeration tank for aeration treatment, and then the treatment liquid is filled with Merton chips. The filtration reaction tank surface is sprayed to pass through the tank , and the discharged liquid is returned to the adjustment tank and repeatedly circulated. Desirably, the filtration reaction tank is provided with stirring means, and the inner surface portion of the tank The method for treating organic sludge is a method for treating quality sludge.

また本発明の有機質汚泥の処理設備は、有機質汚泥を投入する調整槽と、マートンチップを含む液中で曝気処理を行う複数の曝気槽と、これら曝気槽からの排出液をスプレイする撒水管を有し、マートンチップを充填した濾過反応槽とを、一巡する閉じた管路でこの順番に直列に接続したことを特徴とし、望ましくは前記濾過反応槽に槽内表面部分を攪拌する攪拌手段を設けた前記の有機質汚泥の処理設備である。 The organic sludge treatment facility of the present invention includes an adjustment tank for introducing organic sludge, a plurality of aeration tanks for performing aeration treatment in a liquid containing Merton chips, and a submerged pipe for spraying the effluent from these aeration tanks. has, a filtering reactor packed with Merton chip, characterized in that connected in series in this order in a closed conduit to cycle, the stirring means preferably agitating the intracisternal surface portion to the filtration reactor It is the processing equipment of the said organic sludge provided.

本発明によれば、わずかな敷地でエネルギーを大量に消費することもなく有機質汚泥を処理し、残渣、有害ガス、汚水などを全く排出しないので、省エネルギーと環境汚染防止が理想的に達成されるという、すぐれた効果を奏する。   According to the present invention, organic sludge is processed without consuming a large amount of energy on a small number of sites, and no residue, noxious gas, sewage, etc. are discharged. Therefore, energy saving and environmental pollution prevention are ideally achieved. It has an excellent effect.

本発明においては、有機質汚泥を含む原液は曝気処理を受け、マートンチップを充填した濾過槽を通過し、マートンチップと接触しながら循環している間に有機物が分解され、炭酸ガスと水蒸気となって大気中に放散されてしまい、残渣が残らず、また周囲に悪臭を発生させることもない。   In the present invention, the stock solution containing organic sludge is subjected to aeration treatment, passes through a filtration tank filled with Merton chips, decomposes organic matter while circulating while contacting with Merton chips, and becomes carbon dioxide gas and water vapor. In other words, no residue is left and no bad odor is generated in the surroundings.

マートンチップは、杉材をたたき潰したバター材を0.5〜4.0mmの大きさに粉砕したもので、セルロース約65%、ヘミセルロースのペントサン約10%、リグニン約20%で構成される。保水性、水切り、保温力に富み、脱臭力、醗酵力には特にすぐれ、有機質汚泥の消化のための接触材としては最適である。   Merton chips are crushed butter made from cedar and crushed to a size of 0.5 to 4.0 mm. It consists of about 65% cellulose, about 10% hemicellulose pentosan, and about 20% lignin. It is rich in water retention, draining, and heat retention, is particularly excellent in deodorizing power and fermentation power, and is optimal as a contact material for digestion of organic sludge.

マートンチップの表面積は1gにつきおよそ30mときわめて大きいので、反応が高速に進行する。好気性、嫌気性それぞれの菌が発生するので、曝気槽で湿式の接触曝気、濾過反応槽で乾式の接触濾過を行うことで両性菌の活動を利用し有機質汚泥の醗酵、分解、消化を行っている。処理設備が大型である場合、濾過反応槽に槽内を攪拌する攪拌手段を設け、層内の均一化ならびに処理水とマートンチップとの強制的な接触を図ることが望ましい。 Since the surface area of the Merton chip is as large as about 30 m 2 per 1 g, the reaction proceeds at a high speed. Since aerobic and anaerobic bacteria are generated, wet contact aeration in an aeration tank and dry contact filtration in a filtration reaction tank are used to ferment, decompose, and digest organic sludge using the activity of amphoteric bacteria. ing. When the treatment facility is large, it is desirable to provide a stirring means for stirring the inside of the filtration reaction tank to make the inside of the layer uniform and forcibly contact the treated water with the Merton chip.

マートンチップの充填量は、通過水量の約100倍を目安とする。   The filling amount of Merton chip is about 100 times the amount of passing water.

本発明の実施例を図面により説明する。図1は実施例の有機質汚泥の処理設備を示す系統図で、1は原液の投入口を兼ねる調整槽、2〜4は第1ないし第3の曝気槽、5、7は移送ポンプ、6は濾過反応槽、61は撒水管、64は流出樋である。   Embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a system diagram showing an organic sludge treatment facility according to an embodiment, wherein 1 is an adjustment tank that also serves as a stock solution inlet, 2 to 4 are first to third aeration tanks, 5 and 7 are transfer pumps, and 6 is a transfer tank. A filtration reaction tank, 61 is a submerged pipe, and 64 is an outflow tank.

有機質汚泥は必要に応じて水で希釈しながら調整槽1に投入する。スラリー状のものはそのまま投入できる。塊状のものが含まれる場合は適宜ディスポーザで粉砕する。投入された原液は、上流の移送ポンプ7により送り込まれる循環液により第1ないし第3の曝気槽2〜4に送られる。なお運転開始の時点においては、各曝気槽2〜4に予め水を入れておくものとする。各曝気槽2〜4を経る間に空気に接触し、さらに移送ポンプ5により濾過反応槽6に送られて濾過され、濾過された原液は移送ポンプ7により再び調整槽1に戻り、以上の循環を繰り返す。循環液には濾過反応槽6を通過することによりマートンチップが混入している。   The organic sludge is introduced into the adjustment tank 1 while being diluted with water as necessary. The slurry can be added as it is. If a lump is included, grind it appropriately with a disposer. The introduced stock solution is sent to the first to third aeration tanks 2 to 4 by the circulating fluid sent by the upstream transfer pump 7. In addition, at the time of an operation start, water shall be previously put into each aeration tank 2-4. While passing through each of the aeration tanks 2 to 4, it is brought into contact with air, and further sent to the filtration reaction tank 6 by the transfer pump 5 and filtered. repeat. Merton chips are mixed in the circulating liquid by passing through the filtration reaction tank 6.

図2は曝気槽2の構造を示す模式図で、21は流入管、22は図示しないブロアからの空気を吐出させる曝気のための空気吐出口、23は曝気室、24は曝気室とは仕切りを隔てた沈降室、25は曝気室の天井部に設けられた通気口、26は排出管である。循環液中のマートンチップとの接触ならびに曝気により原液中のBOD源が消滅する。   FIG. 2 is a schematic diagram showing the structure of the aeration tank 2, 21 is an inflow pipe, 22 is an air outlet for aeration for discharging air from a blower (not shown), 23 is an aeration chamber, and 24 is a partition from the aeration chamber. A settling chamber 25 is separated, 25 is a vent provided in the ceiling of the aeration chamber, and 26 is a discharge pipe. Contact with the Merton chip in the circulating fluid and aeration eliminate the BOD source in the stock solution.

図3は濾過反応槽6の構造を示す模式図で、内部は棚板63により2段に構成され、上下の濾過室62にはマートンチップが充填されている。循環液が上部の撒水管61からスプレイされ、マートンチップと接触しながら濾過され、底部の流出樋64に滴下する。
マートンチップは濾過のためのフィルタとして、また醗酵、分解、消化反応を行う微生物の担体としての役割をする。
FIG. 3 is a schematic view showing the structure of the filtration reaction tank 6. The inside is constituted by two shelves 63 and the upper and lower filtration chambers 62 are filled with Merton chips. The circulating liquid is sprayed from the upper submerged pipe 61, filtered while in contact with the Merton chip, and dropped onto the outflow trough 64 at the bottom.
Merton chips serve as filters for filtration and as carriers for microorganisms that perform fermentation, decomposition and digestion reactions.

なお、大型の処理設備では上下2段にする代わりに2層に分けて並べて配置してもよい。また大型の処理設備の場合、濾過反応槽6に槽内を攪拌する攪拌手段を設けることが有効である。攪拌手段の一例を図4、5により説明する。図4は攪拌機65付近を示す濾過反応槽6の部分正面図、図5は同じく部分側面図で、651は濾過反応槽6の上縁に設けられた走行レール、652は走行車輪、653は攪拌機65の下部に吊り下げられたスパイラル状の攪拌軸である。攪拌軸653は槽内の濾過室62に充填されたマートンチップに達する高さまで吊り下げられており、スパイラル状の攪拌軸653が図示しない回転機構によりゆっくり回転することによって処理水とマートンチップが強制的に接触して反応が一層促進されると同時に、走行車輪652によって攪拌機65が濾過反応槽6の全面にわたってゆっくり移動することにより槽内の反応が均一化される In addition, in a large processing facility, it may be divided into two layers and arranged in place of two upper and lower stages. In the case of a large processing facility, it is effective to provide the filtration reaction tank 6 with a stirring means for stirring the inside of the tank. An example of the stirring means will be described with reference to FIGS. 4 is a partial front view of the filtration reaction tank 6 showing the vicinity of the stirrer 65, FIG. 5 is also a partial side view thereof, 651 is a traveling rail provided on the upper edge of the filtration reaction tank 6, 652 is a traveling wheel, and 653 is a stirrer. This is a spiral stirring shaft suspended from the lower part of 65. The stirring shaft 653 is suspended to a height that reaches the Merton chip filled in the filtration chamber 62 in the tank. The spiral stirring shaft 653 is slowly rotated by a rotation mechanism (not shown) to force the treated water and the Merton chip. At the same time, the reaction is further promoted, and at the same time, the agitator 65 is slowly moved over the entire surface of the filtration reaction tank 6 by the traveling wheels 652, whereby the reaction in the tank is made uniform .

この処理設備に必要な動力は、前記の攪拌手段以外には液を循環させる移送ポンプと曝気用のブロアのみであり、また補充するのは水、およびマートンチップのみである。一方、排出されるのは水蒸気と炭酸ガスで、いずれも大気中に放散させても何ら問題がない。固形物、有害ガス、汚水などは一切排出しない。   The power required for this processing equipment is only a transfer pump for circulating the liquid and a blower for aeration other than the stirring means, and only water and Merton chips are replenished. On the other hand, water vapor and carbon dioxide are discharged, and there is no problem even if both are diffused into the atmosphere. No solids, toxic gases, sewage, etc. are discharged.

有機質汚泥の処理量が1日当たり50kg程度の小型処理設備であれば、曝気槽は一基が3m程度、濾過反応槽も60m程度でよいから、せいぜい10m×10mの敷地があればよく、1日当たり15トンという大型設備でも5000mほどあれば充分である。 If small treatment facility processing amount of about 1 day 50kg of organic sludge, aeration tank about one group is 3m 3, because good at about filterability reaction vessel 60 m 3, may be any site of at most 10 m × 10 m, it is sufficient if about 5000m 2 in large-scale facilities that 1 day 15 tons.

設計の目安として一例を挙げれば、調整槽1の出口での循環液のBOD値を30000ppmとして、第1ないし第3の曝気槽2〜4の出口ではそれぞれ10000、5000、1000ppm、濾過反応槽6の出口では20ppm以下となる。   As an example of design, if the BOD value of the circulating fluid at the outlet of the adjustment tank 1 is 30000 ppm, the outlets of the first to third aeration tanks 2 to 4 are 10000, 5000, and 1000 ppm, respectively. 20ppm or less at the exit.

実施例の有機質汚泥の処理設備を示す系統図である。It is a systematic diagram which shows the processing equipment of the organic sludge of an Example. 実施例の曝気槽を示す模式図である。It is a schematic diagram which shows the aeration tank of an Example. 実施例の濾過反応槽を示す模式図である。It is a schematic diagram which shows the filtration reaction tank of an Example. 本発明の攪拌手段の一例を示す濾過反応槽の部分正面図である。It is a partial front view of the filtration reaction tank which shows an example of the stirring means of this invention. 本発明の攪拌手段の一例を示す濾過反応槽の部分側面図である。It is a partial side view of the filtration reaction tank which shows an example of the stirring means of this invention.

符号の説明Explanation of symbols

1 調整槽
2、3、4 曝気槽
5、7 移送ポンプ
6 濾過反応槽
21 流入管
22 空気吐出口
23 曝気室
24 沈降室
25 通気口
26 排出管
61 撒水管
62 濾過室
63 棚板
64 流出樋
65 攪拌機(攪拌手段)
651 走行レール
652 走行車輪
653 攪拌軸
1 Adjustment tank 2, 3, 4 Aeration tank 5, 7 Transfer pump 6 Filtration reaction tank
21 Inflow pipe
22 Air outlet
23 Aeration chamber
24 Settling chamber
25 Vent
26 discharge pipe
61 Water pipe
62 Filtration chamber
63 Shelf
64 Spillage
65 Stirrer (stirring means)
651 Rail
652 Traveling wheels
653 Stirrer shaft

Claims (4)

有機質汚泥を必要に応じて水で希釈しながら調整槽に投入し、ついで曝気槽に移送して曝気処理を行った後、その処理液をマートンチップを充填した濾過反応槽表面にスプレイして槽内を通過させ、その排出液を前記の調整槽に戻して繰り返し循環させることを特徴とする有機質汚泥の処理方法。 After diluting the organic sludge with water as necessary, it is transferred to the adjustment tank, then transferred to the aeration tank for aeration treatment, and then sprayed on the surface of the filtration reaction tank filled with Merton chips. A method for treating organic sludge, wherein the waste liquid is passed through the interior and returned to the adjusting tank and repeatedly circulated. 前記濾過反応槽に攪拌手段を設け、槽内表面部分を攪拌する請求項1に記載の有機質汚泥の処理方法。 The processing method of the organic sludge of Claim 1 which provides a stirring means in the said filtration reaction tank, and stirs the inner surface part of a tank. 有機質汚泥を投入する調整槽(1)と、マートンチップを含む液中で曝気処理を行う複数の曝気槽(2、3、4)と、これら曝気槽(2、3、4)からの排出液をスプレイする撒水管(61)を有し、マートンチップを充填した濾過反応槽(6)とを、一巡する閉じた管路でこの順番に直列に接続したことを特徴とする有機質汚泥の処理設備。 Adjustment tank (1) for introducing organic sludge, a plurality of aeration tanks (2, 3, 4) for performing aeration treatment in a liquid containing Merton chips, and discharged liquid from these aeration tanks (2, 3, 4) the a watering tube for spraying (61), a filtration reactor packed with Merton chip (6) and the processing of organic sludge, characterized in that connected in series in this order in a closed conduit to cycle facilities . 前記濾過反応槽(6)に、槽内表面部分を攪拌する攪拌手段(65)を設けた請求項3に記載の有機質汚泥の処理設備。 The processing equipment for organic sludge according to claim 3, wherein the filtration reaction tank (6) is provided with a stirring means (65) for stirring the inner surface portion of the tank.
JP2003386084A 2003-11-17 2003-11-17 Organic sludge treatment method and treatment equipment Expired - Fee Related JP4030496B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003386084A JP4030496B2 (en) 2003-11-17 2003-11-17 Organic sludge treatment method and treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003386084A JP4030496B2 (en) 2003-11-17 2003-11-17 Organic sludge treatment method and treatment equipment

Publications (2)

Publication Number Publication Date
JP2005144339A JP2005144339A (en) 2005-06-09
JP4030496B2 true JP4030496B2 (en) 2008-01-09

Family

ID=34693861

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003386084A Expired - Fee Related JP4030496B2 (en) 2003-11-17 2003-11-17 Organic sludge treatment method and treatment equipment

Country Status (1)

Country Link
JP (1) JP4030496B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5159585B2 (en) * 2008-12-03 2013-03-06 株式会社三和製作所 Organic wastewater treatment method and treatment equipment
JP7278665B1 (en) 2022-04-25 2023-05-22 株式会社令和コーポレーション Wastewater treatment system

Also Published As

Publication number Publication date
JP2005144339A (en) 2005-06-09

Similar Documents

Publication Publication Date Title
US6966983B1 (en) Continuous multistage thermophilic aerobic sludge digestion system
US7794597B2 (en) Treatment of waste mixture containing liquids and solids
CN101376556B (en) Ozone oxidation sterilizing and downflow type aerating biological filter combined waste water treatment apparatus
JP2975286B2 (en) Organic waste treatment equipment
JP2004097856A (en) Equipment and method for waste liquid treatment
KR100875991B1 (en) Recycling device for organic waste
JP4030496B2 (en) Organic sludge treatment method and treatment equipment
JP2001259672A (en) Waste water treating device and recycling method of waste water treating material
JP2003340408A (en) Treatment system and treatment method for methane fermentation
KR102058822B1 (en) Waste water treatment apparatus
JP2000189932A (en) Device for organic waste treatment
JP2003300035A (en) Methane fermentation treatment system and denitrification method of its digested liquid
JPH0810792A (en) Garbage-containing sewage treating device
JP2002219482A (en) Wastewater treatment equipment
JP3413856B2 (en) Method and apparatus for simultaneous treatment of digestive gas and odorous gas
KR102299806B1 (en) Organic Waste Disposal Devices and Methods for Organic Waste Disposal Using them
JPH11226553A (en) Method for decomposing solid organic substance in water by microorganism
KR102660446B1 (en) Solid material recycling method using food garbage disposal apparatus and apparatus thereof having solid material recycling means
JP3930775B2 (en) Purification equipment for high concentration organic wastewater
CN219823965U (en) Multistage oil sludge treatment device combining biological enzyme with biochemistry
KR200166520Y1 (en) Food refuse resolve device
KR102662518B1 (en) Organic fertilizer production system using the manure odor removal using using ozone water
KR200168741Y1 (en) Wastes disposal device
KR20180106072A (en) Food waste processor in Apartment Housing
JP2006305531A (en) Method and apparatus for treating organic waste

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050826

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20070720

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070807

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070913

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20071016

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20071016

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101026

Year of fee payment: 3

LAPS Cancellation because of no payment of annual fees