JP2002059197A - Method of treating excess sludge - Google Patents

Method of treating excess sludge

Info

Publication number
JP2002059197A
JP2002059197A JP2000248225A JP2000248225A JP2002059197A JP 2002059197 A JP2002059197 A JP 2002059197A JP 2000248225 A JP2000248225 A JP 2000248225A JP 2000248225 A JP2000248225 A JP 2000248225A JP 2002059197 A JP2002059197 A JP 2002059197A
Authority
JP
Japan
Prior art keywords
sludge
tank
digestion
gas
anaerobic
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
JP2000248225A
Other languages
Japanese (ja)
Inventor
Teruhisa Yoshida
輝久 吉田
Hideaki Hamada
英明 浜田
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.)
Hitachi Kiden Kogyo Ltd
Original Assignee
Hitachi Kiden Kogyo 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 Hitachi Kiden Kogyo Ltd filed Critical Hitachi Kiden Kogyo Ltd
Priority to JP2000248225A priority Critical patent/JP2002059197A/en
Publication of JP2002059197A publication Critical patent/JP2002059197A/en
Pending legal-status Critical Current

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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
    • Y02W10/20Sludge processing

Landscapes

  • Treatment Of Sludge (AREA)

Abstract

PROBLEM TO BE SOLVED: To part a method of treating excess sludge which is capable of solubilizing sludge without supplying energy from outside by combining a solubilizing process for the excess sludge and a process for recovering the energy in the sludge. SOLUTION: In the method of treating the excess sludge which consists in introducing the sludge generated in a water treating process step into an anaerobic digester 9 to subject the sludge to digestion treatment and introducing the sludge subjected to the digestion treatment into a solubilizing tank 9 and subjecting the sludge to solubilizing treatment, the digester gas G generated in the anaerobic digester 9 is recovered and burned and the sludge is subjected to the solubilizing treatment by the combustion heat of the digester gas.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、余剰汚泥の処理方
法に関し、特に、有機性汚水の処理施設から発生する余
剰汚泥を、外部からエネルギーを供給することなく汚泥
を可溶化することができる余剰汚泥の処理方法に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating excess sludge, and more particularly, to a method for dissolving excess sludge generated from an organic wastewater treatment facility without supplying external energy. The present invention relates to a method for treating sludge.

【0002】[0002]

【従来の技術】従来、下水処理場等に流入する汚水を処
理するために、活性汚泥の反応槽に汚水を流入し、これ
を曝気、攪拌して生物処理を行う活性汚泥法が用いられ
ている。水処理工程で発生する余剰汚泥は、通常、脱水
を行った後、埋立処分されているが、処分地が次第にな
くなりつつあることから、余剰汚泥に対し、オゾン等を
添加して汚泥を可溶化し、系内で生物分解することによ
り、汚泥発生量をゼロあるいはゼロに近い状態する方法
が試みられている。
2. Description of the Related Art Conventionally, in order to treat sewage flowing into a sewage treatment plant or the like, an activated sludge method in which sewage flows into a reaction tank for activated sludge, and is aerated and stirred to perform biological treatment. I have. Surplus sludge generated in the water treatment process is usually landfilled after dewatering, but since the disposal site is gradually disappearing, solute is added to the excess sludge to solubilize the sludge. However, a method has been attempted in which the amount of generated sludge is reduced to zero or close to zero by biodegradation in the system.

【0003】[0003]

【発明が解決しようとする課題】ところが、上記従来の
余剰汚泥の処理方法は、余剰汚泥を可溶化することによ
って汚泥発生量をゼロに近い状態とすることができて
も、オゾン発生機の電力消費や生物処理槽の加温用とし
て多大のエネルギーを要し、汚泥の可溶化の処理コスト
が高くなるという問題がある。
However, according to the conventional method for treating excess sludge, even if the amount of generated sludge can be reduced to almost zero by solubilizing the excess sludge, the electric power of the ozone generator can be reduced. A large amount of energy is required for consumption and for heating the biological treatment tank, and there is a problem that the treatment cost for solubilizing sludge increases.

【0004】本発明は、上記従来の余剰汚泥の処理方法
が有する問題点に鑑み、余剰汚泥の可溶化プロセスと、
汚泥中のエネルギーを回収するプロセスを組合せ、外部
からエネルギーを供給することなく汚泥を可溶化するこ
とができる余剰汚泥の処理方法を提供することを目的と
する。
[0004] In view of the above-mentioned problems of the conventional method for treating excess sludge, the present invention provides a process for solubilizing excess sludge,
An object of the present invention is to provide a method for treating excess sludge, which can combine a process for recovering energy in sludge and solubilize sludge without supplying energy from outside.

【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、本発明の余剰汚泥の処理方法は、水処理工程で発生
する汚泥を嫌気性消化槽に導入して消化処理を行うとと
もに、該消化処理した汚泥を可溶化槽に導入して可溶化
処理する余剰汚泥の処理方法において、嫌気性消化槽内
で発生した消化ガスを回収して燃焼させ、該消化ガスの
燃焼熱により汚泥を可溶化処理することを特徴とする。
In order to achieve the above object, a method for treating excess sludge according to the present invention comprises introducing sludge generated in a water treatment step into an anaerobic digestion tank to perform digestion, and In a method for treating excess sludge, in which the treated sludge is introduced into a solubilization tank and solubilized, the digestion gas generated in the anaerobic digestion tank is collected and burned, and the sludge is solubilized by the heat of combustion of the digestion gas. Processing.

【0006】本発明の余剰汚泥の処理方法は、余剰汚泥
に含まれるエネルギーを嫌気性消化槽においてメタンを
中心とする消化ガスの形で回収するとともに、該消化ガ
スを燃焼させ、これを熱源として汚泥を可溶化すること
から、外部からエネルギーを供給することなく汚泥を可
溶化することができる。
According to the method for treating excess sludge of the present invention, energy contained in excess sludge is recovered in an anaerobic digestion tank in the form of digestion gas mainly composed of methane, and the digestion gas is burned and used as a heat source. Since the sludge is solubilized, the sludge can be solubilized without supplying external energy.

【0007】この場合において、前記消化ガスの燃焼熱
により、嫌気性消化槽に送る汚泥又は嫌気性消化槽内の
汚泥を加温することができる。
In this case, the sludge sent to the anaerobic digestion tank or the sludge in the anaerobic digestion tank can be heated by the heat of combustion of the digestion gas.

【0008】これにより、外部からエネルギーを供給す
ることなく嫌気性菌の活性を保ち、安定した嫌気性消化
を行うことができる。
Thus, the activity of the anaerobic bacteria can be maintained without supplying energy from the outside, and stable anaerobic digestion can be performed.

【0009】[0009]

【発明の実施の形態】以下、本発明の余剰汚泥の処理方
法の実施の形態を図面に基づいて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for treating excess sludge according to the present invention will be described below with reference to the drawings.

【0010】図1に、本発明の余剰汚泥の処理方法に係
る処理フローの一実施例を示す。下水処理場のような汚
水の処理施設に流入した汚水Aは、除塵・除砂、あるい
は最初沈殿池での汚泥除去等の前処理1を行った後、曝
気槽2へと順次オーバーフローし、曝気槽2内にて汚水
中の有機物を活性汚泥により生物分解される。そして、
曝気槽2から最終沈殿池3に流入した汚泥混合液は、処
理水Bと汚泥に分離され、処理水Bは、消毒を行った後
に系外に放流される。
FIG. 1 shows an embodiment of a processing flow according to the method for treating excess sludge of the present invention. The sewage A flowing into a sewage treatment facility such as a sewage treatment plant is subjected to pretreatment 1 such as dust removal and sand removal or sludge removal in a first sedimentation basin, and then overflows to an aeration tank 2 sequentially. Organic matter in the sewage is biodegraded in the tank 2 by activated sludge. And
The sludge mixture flowing into the final sedimentation basin 3 from the aeration tank 2 is separated into treated water B and sludge, and the treated water B is discharged outside the system after disinfection.

【0011】一方、最終沈殿池3にて沈殿した汚泥の大
部分は、返送汚泥ポンプ11により、返送汚泥Cとして
曝気槽2へ戻されるが、そのうちの一部は、汚泥濃縮槽
4へ導かれる。
On the other hand, most of the sludge settled in the final sedimentation tank 3 is returned to the aeration tank 2 as returned sludge C by the returned sludge pump 11, and a part of the sludge is guided to the sludge concentration tank 4. .

【0012】汚泥濃縮槽4にて濃縮された濃縮汚泥D
は、濃縮汚泥ポンプ12により、熱交換器5を介して嫌
気性消化槽6へと導かれ、この嫌気性消化槽6内にて1
〜数週間程度滞留させられる。この滞留期間に発生した
メタンを主成分とする消化ガスGは、嫌気性消化槽6に
接続したガスタンク7に一時貯留された後、ボイラの熱
源として、ブースタ14を介し加温ボイラ10へ送られ
る。また、重油タンク8からは、パイロット用の重油H
が加温ボイラ10に供給され、ブースタ14で圧縮され
た消化ガスに点火し、該消化ガスをを噴射させながら燃
焼させる。
The concentrated sludge D concentrated in the sludge concentration tank 4
Is led to the anaerobic digestion tank 6 through the heat exchanger 5 by the concentrated sludge pump 12,
It is kept for about several weeks. The digestion gas G mainly composed of methane generated during this stay period is temporarily stored in a gas tank 7 connected to an anaerobic digestion tank 6, and then sent to a heating boiler 10 via a booster 14 as a heat source of the boiler. . From the heavy oil tank 8, heavy oil H for pilot
Is supplied to the heating boiler 10 and ignites the digestion gas compressed by the booster 14 and burns while injecting the digestion gas.

【0013】一方、嫌気性消化槽6にて発生する消化汚
泥Eは、嫌気性消化槽6から汚泥供給ポンプ13によ
り、加温ボイラ10に近接して配設した汚泥可溶化槽9
に少量ずつ送泥され、この汚泥可溶化槽9にて、加温ボ
イラ10の燃焼ガスにより200℃以上となるよう加熱
される。なお、加温時には、バッチ運転を行って、密閉
した汚泥可溶化槽9で処理を行うか、又は汚泥供給ポン
プ13により汚泥可溶化槽9内を加圧しながら、消化汚
泥Eを高温処理すればより効果的である。このように高
温処理により可溶化した汚泥Fは、水処理工程の曝気槽
2に戻され、生物分解可能な有機物として、活性汚泥に
より分解処理される。
On the other hand, the digested sludge E generated in the anaerobic digestion tank 6 is supplied from the anaerobic digestion tank 6 by a sludge supply pump 13 to a sludge solubilization tank 9 disposed close to the heating boiler 10.
The sludge is solubilized little by little and heated in the sludge solubilization tank 9 to 200 ° C. or higher by the combustion gas of the heating boiler 10. At the time of heating, a batch operation is performed to perform treatment in the sealed sludge solubilization tank 9 or, if the inside of the sludge solubilization tank 9 is pressurized by the sludge supply pump 13, the digested sludge E is treated at a high temperature. More effective. The sludge F solubilized by the high-temperature treatment as described above is returned to the aeration tank 2 in the water treatment step, and is decomposed by activated sludge as a biodegradable organic substance.

【0014】また、加温ボイラ10内で加温された温水
Iは、該加温ボイラ10と熱交換器5とを循環水ポンプ
15により循環するようになっており、熱交換器5へ導
かれた温水により、濃縮汚泥Dとの間で熱交換が行わ
れ、汚泥の温度を上昇させる。そして、濃縮汚泥Dとの
熱交換により温度低下した温水Iは、再び加温ボイラ1
0に送られ、熱交換器5との間を循環する。なお、加温
ボイラ10から排出される排気ガスJは、通常はこのま
ま大気放出されるが、排気熱量が大きい時は、さらに後
段に廃熱ボイラ等を設けて、エネルギーを回収すること
も可能である。
The hot water I heated in the heating boiler 10 circulates between the heating boiler 10 and the heat exchanger 5 by a circulating water pump 15 and is guided to the heat exchanger 5. Heat exchange is performed between the concentrated sludge D and the warmed water, and the temperature of the sludge is increased. Then, the hot water I whose temperature has been lowered by heat exchange with the concentrated sludge D is again
0 and circulates with the heat exchanger 5. The exhaust gas J discharged from the heating boiler 10 is normally released to the atmosphere as it is. However, when the amount of exhaust heat is large, a waste heat boiler or the like can be further provided at a later stage to recover energy. is there.

【0015】次に、本発明の余剰汚泥の処理方法の作用
について説明する。図1に示す処理フローにおいて、水
処理工程から余剰汚泥として引抜かれた汚泥は、汚泥濃
縮槽4において、1〜2%程度に重力濃縮される。汚泥
濃縮槽4の底部に沈殿している濃縮汚泥Dは、濃縮汚泥
ポンプ12により、連続又は、間欠的に引抜かれ、熱交
換器5で35℃前後、又は55℃前後の所定の温度まで
加温された後、嫌気性消化槽6へと導かれる。これによ
り、嫌気性消化槽内の温度を、中温菌の最適領域である
温度、35℃前後、又は高温菌の最適領域である温度、
55℃前後に保持することができるので、嫌気性菌の活
性を保つことができ、安定した嫌気性消化を行うことが
できる。
Next, the operation of the method for treating excess sludge of the present invention will be described. In the processing flow shown in FIG. 1, the sludge extracted as excess sludge from the water treatment step is concentrated by gravity in the sludge concentration tank 4 to about 1 to 2%. The concentrated sludge D settled at the bottom of the sludge thickening tank 4 is continuously or intermittently withdrawn by the concentrated sludge pump 12 and heated to a predetermined temperature of about 35 ° C. or about 55 ° C. in the heat exchanger 5. After being heated, it is led to the anaerobic digestion tank 6. Thereby, the temperature in the anaerobic digestion tank, the temperature that is the optimal region of the mesophilic bacteria, around 35 ℃, or the temperature that is the optimal region of the thermophilic bacteria,
Since the temperature can be maintained at around 55 ° C., the activity of anaerobic bacteria can be maintained, and stable anaerobic digestion can be performed.

【0016】また、嫌気性消化槽6では、30〜60℃
の所定の温度を保ったまま、汚泥を1〜数週間程度滞留
させる。この嫌気性消化槽6では、無酸素の状態で濃縮
汚泥Dが攪拌されるが、このとき、汚泥有機物は、槽内
に生育する酸発酵菌及びメタン菌の作用により分解さ
れ、有機酸さらにメタンガス等へと転換される。この汚
泥から上部空間に揮散したメタンを主成分とする消化ガ
スGは、ガスタンク7へと導かれ、一時貯留される。
In the anaerobic digestion tank 6, the temperature is 30 to 60 ° C.
The sludge is kept for about one to several weeks while maintaining the predetermined temperature. In the anaerobic digestion tank 6, the concentrated sludge D is stirred in an oxygen-free state. At this time, the sludge organic matter is decomposed by the action of acid fermentation bacteria and methane bacteria growing in the tank, and the organic acid and methane gas are removed. And so on. The digestion gas G mainly composed of methane volatilized in the upper space from the sludge is led to the gas tank 7 and is temporarily stored.

【0017】次に、嫌気性消化槽6で消化された汚泥中
には、嫌気性菌を主体とする有機物が残留する。従来で
は、これを濃縮・脱水して、系外に脱水ケーキとして搬
出していたが、ここでは、この消化汚泥Eに対し、可溶
化処理を加える。可溶化方法としては、オゾンや酸化剤
を用いて化学的に可溶化する方法、好熱菌を利用する方
法、超音波を照射する方法等が研究されているが、本実
施例では、消化ガスGを熱源として利用する。すなわ
ち、加温ボイラ10と近接する汚泥可溶化槽9内に消化
汚泥Eを所定時間滞留させ、消化ガスGの燃焼熱によっ
て嫌気性菌を殺菌するとともに、微生物のタンパク質を
変性させて、細胞膜を破壊し、細胞内の細胞質を混合液
中に溶出させる。可溶化のためには、汚泥が200℃以
上となるように、加温ボイラ10及び可溶化槽9の構造
を決める必要があり、また、処理時間は温度を考慮して
設定する。
Next, in the sludge digested in the anaerobic digestion tank 6, organic substances mainly composed of anaerobic bacteria remain. Conventionally, this was concentrated and dewatered and carried out as a dewatered cake outside the system. However, here, the digested sludge E is subjected to a solubilization treatment. As a solubilization method, a method of chemically solubilizing with ozone or an oxidizing agent, a method of using thermophilic bacteria, a method of irradiating ultrasonic waves, and the like have been studied. G is used as a heat source. That is, the digested sludge E is retained in the sludge solubilization tank 9 adjacent to the heating boiler 10 for a predetermined time, the anaerobic bacteria are sterilized by the combustion heat of the digestion gas G, and the proteins of the microorganisms are denatured. Disrupt and elute intracellular cytoplasm into the mixture. For solubilization, it is necessary to determine the structures of the heating boiler 10 and the solubilization tank 9 so that the sludge becomes 200 ° C. or higher, and the treatment time is set in consideration of the temperature.

【0018】可溶化した汚泥の有機物は容易に生物分解
できるため、曝気槽2に返送し、活性汚泥により分解す
る。このように、水処理工程で発生する余剰汚泥は、可
溶化して分解するため、系外に排出する汚泥をゼロにす
ることが可能となる。
Since the organic matter of the solubilized sludge can be easily biodegraded, it is returned to the aeration tank 2 and decomposed by activated sludge. As described above, since the excess sludge generated in the water treatment step is solubilized and decomposed, the sludge discharged to the outside of the system can be reduced to zero.

【0019】なお、汚泥が嫌気性消化槽6内で1〜数週
間滞留する間に、汚泥の微生物体内に取込まれていたリ
ン(ポリリン等)は、水溶性のリン酸等として体外に放
出され、さらに可溶化によって汚泥に含まれていたリン
も溶出し、水処理工程に返送される。したがって、外部
に放出する処理水B中のリン濃度を低下させたい場合に
は、可溶化汚泥Fに凝集剤を添加して、リン酸化合物等
に転換して不溶化させ、沈殿分離させる方法が有効であ
る。
While the sludge stays in the anaerobic digestion tank 6 for one to several weeks, phosphorus (eg, polyphosphorus) which has been taken into the microorganisms of the sludge is released outside the body as water-soluble phosphoric acid or the like. The phosphorus contained in the sludge is also eluted by the solubilization and returned to the water treatment step. Therefore, when it is desired to reduce the phosphorus concentration in the treated water B discharged to the outside, it is effective to add a coagulant to the solubilized sludge F, convert it to a phosphate compound or the like, insolubilize it, and separate by precipitation. It is.

【0020】さらに、水処理工程で脱リンの効果を高め
るために、曝気槽2を完全嫌気槽と好気反応槽の2段と
し、嫌気好気法により、生物脱リンする方法を組合せれ
ば、余剰汚泥として嫌気性消化槽6に導かれるリンの濃
度を高めることができ、凝集沈殿により、リン酸化合物
等として除去するリンの量を増加させることができる。
Further, in order to enhance the dephosphorization effect in the water treatment step, the aeration tank 2 is made up of two stages of a complete anaerobic tank and an aerobic reaction tank, and a method of biologically dephosphorizing by an anaerobic aerobic method is combined. In addition, the concentration of phosphorus guided to the anaerobic digestion tank 6 as excess sludge can be increased, and the amount of phosphorus removed as a phosphate compound or the like can be increased by coagulation and precipitation.

【0021】このように、本実施例の余剰汚泥の処理方
法では、水処理工程で発生する余剰汚泥を濃縮した後、
濃縮汚泥Dを嫌気性消化槽6に導いて所定の温度で消化
処理を行い、発生した消化ガスGを加温ボイラ10内で
燃焼させ、この燃焼ガスを用いて消化汚泥Eを高温条件
で加熱することにより、外部からエネルギーを供給する
ことなく汚泥を可溶化することができる。また、加温ボ
イラ10で発生させた温水を用いて、嫌気性消化槽6に
送る濃縮汚泥D又は嫌気性消化槽6内の汚泥Dを加温す
ることにより、外部からエネルギーを供給することなく
嫌気性菌の活性を保ち、嫌気性消化を安定的に行うこと
ができる。さらに、可溶化した汚泥は水処理工程に返送
して、生物分解させるため、系外に搬出する汚泥をゼロ
にすることができる。また、リンを回収、除去するため
に凝集沈殿と組合せた場合にも、発生する汚泥量は、従
来の活性汚泥法の1/10程度に削減でき、無機系の汚
泥となるため、脱水後埋立処分する際にも必要な用地が
少なくてすみ、嫌気腐敗して悪臭を発生するなどの問題
も生じることがない。
As described above, in the method for treating excess sludge of the present embodiment, after the excess sludge generated in the water treatment step is concentrated,
The concentrated sludge D is guided to the anaerobic digestion tank 6 to perform digestion at a predetermined temperature, and the generated digestion gas G is burned in the heating boiler 10, and the digestion sludge E is heated at a high temperature using the combustion gas. By doing so, the sludge can be solubilized without supplying energy from the outside. Further, by using the hot water generated in the heating boiler 10 to heat the concentrated sludge D to be sent to the anaerobic digestion tank 6 or the sludge D in the anaerobic digestion tank 6, without supplying energy from outside. Anaerobic digestion can be stably performed while maintaining the activity of anaerobic bacteria. Furthermore, since the solubilized sludge is returned to the water treatment step for biodegradation, sludge carried out of the system can be reduced to zero. Also, when combined with coagulation sedimentation to collect and remove phosphorus, the amount of generated sludge can be reduced to about 1/10 of the conventional activated sludge method, and it becomes inorganic sludge. There is little land required for disposal, and there is no problem such as anaerobic rot and odor.

【0022】[0022]

【発明の効果】本発明の余剰汚泥の処理方法によれば、
余剰汚泥に含まれるエネルギーを嫌気性消化槽において
メタンを中心とする消化ガスの形で回収するとともに、
該消化ガスを燃焼させ、これを熱源として汚泥を可溶化
することから、外部からエネルギーを供給することなく
汚泥を可溶化することができる。
According to the method for treating excess sludge of the present invention,
While recovering the energy contained in the excess sludge in the form of digestive gas centering on methane in an anaerobic digester,
Since the digestion gas is burned and the sludge is solubilized using the heat as a heat source, the sludge can be solubilized without supplying external energy.

【0023】また、消化ガスの燃焼熱により、嫌気性消
化槽に送る汚泥又は嫌気性消化槽内の汚泥を加温するこ
とにより、外部からエネルギーを供給することなく嫌気
性菌の活性を保ち、安定した嫌気性消化を行うことがで
きる。
Further, by heating the sludge sent to the anaerobic digestion tank or the sludge in the anaerobic digestion tank by the heat of combustion of the digestion gas, the activity of the anaerobic bacteria can be maintained without supplying external energy, Stable anaerobic digestion can be performed.

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

【図1】本発明の余剰汚泥の処理方法に係る汚水処理施
設の一例を示す処理フロー図である。
FIG. 1 is a process flowchart showing an example of a sewage treatment facility according to a method for treating excess sludge of the present invention.

【符号の説明】[Explanation of symbols]

1 前処理工程 2 曝気槽 3 最終沈殿池 4 汚泥濃縮槽 5 熱交換器 6 嫌気性消化槽 7 ガスタンク 8 重油タンク 9 汚泥可溶化槽 10 加温ボイラ 11 返送汚泥ポンプ 12 濃縮汚泥ポンプ 13 汚泥供給ポンプ 14 ブースタ 15 循環水ポンプ A 汚水 B 処理水 C 返送汚泥 D 濃縮汚泥 E 消化汚泥 F 可溶化汚泥 G 消化ガス H 重油 I 温水 J 排気ガス DESCRIPTION OF SYMBOLS 1 Pretreatment process 2 Aeration tank 3 Final sedimentation tank 4 Sludge concentration tank 5 Heat exchanger 6 Anaerobic digestion tank 7 Gas tank 8 Heavy oil tank 9 Sludge solubilization tank 10 Heating boiler 11 Return sludge pump 12 Concentrated sludge pump 13 Sludge supply pump 14 Booster 15 Circulating water pump A Sewage B Treated water C Return sludge D Condensed sludge E Digested sludge F Solubilized sludge G Digested gas H Heavy oil I Hot water J Exhaust gas

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 水処理工程で発生する汚泥を嫌気性消化
槽に導入して消化処理を行うとともに、該消化処理した
汚泥を可溶化槽に導入して可溶化処理する余剰汚泥の処
理方法において、嫌気性消化槽内で発生した消化ガスを
回収して燃焼させ、該消化ガスの燃焼熱により汚泥を可
溶化することを特徴とする余剰汚泥の処理方法。
1. A method for treating excess sludge, wherein sludge generated in a water treatment step is introduced into an anaerobic digestion tank to perform digestion treatment, and the digested sludge is introduced into a solubilization tank and solubilized. A method for treating excess sludge, wherein the digestion gas generated in the anaerobic digestion tank is collected and burned, and the sludge is solubilized by the heat of combustion of the digestion gas.
【請求項2】 前記消化ガスの燃焼熱により、嫌気性消
化槽に送る汚泥又は嫌気性消化槽内の汚泥を加温するこ
とを特徴とする請求項1記載の余剰汚泥の処理方法。
2. The method for treating excess sludge according to claim 1, wherein the sludge sent to the anaerobic digestion tank or the sludge in the anaerobic digestion tank is heated by the heat of combustion of the digestion gas.
JP2000248225A 2000-08-18 2000-08-18 Method of treating excess sludge Pending JP2002059197A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000248225A JP2002059197A (en) 2000-08-18 2000-08-18 Method of treating excess sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000248225A JP2002059197A (en) 2000-08-18 2000-08-18 Method of treating excess sludge

Publications (1)

Publication Number Publication Date
JP2002059197A true JP2002059197A (en) 2002-02-26

Family

ID=18738170

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000248225A Pending JP2002059197A (en) 2000-08-18 2000-08-18 Method of treating excess sludge

Country Status (1)

Country Link
JP (1) JP2002059197A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005169329A (en) * 2003-12-15 2005-06-30 Mitsubishi Kakoki Kaisha Ltd Treatment method for organic waste

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005169329A (en) * 2003-12-15 2005-06-30 Mitsubishi Kakoki Kaisha Ltd Treatment method for organic waste

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