JP4030496B2 - Organic sludge treatment method and treatment equipment - Google Patents
Organic sludge treatment method and treatment equipment Download PDFInfo
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- 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
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
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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30m2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
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
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
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
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3m3程度、濾過反応槽も60m3 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5000m2 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
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
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
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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 |
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