JPS60137500A - Treatment of organic sludge - Google Patents
Treatment of organic sludgeInfo
- Publication number
- JPS60137500A JPS60137500A JP58242160A JP24216083A JPS60137500A JP S60137500 A JPS60137500 A JP S60137500A JP 58242160 A JP58242160 A JP 58242160A JP 24216083 A JP24216083 A JP 24216083A JP S60137500 A JPS60137500 A JP S60137500A
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- air
- discharged
- aeration
- dried
- 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
Links
- 239000010802 sludge Substances 0.000 title claims abstract description 46
- 238000011282 treatment Methods 0.000 title claims abstract description 26
- 238000005273 aeration Methods 0.000 claims abstract description 25
- 238000000034 method Methods 0.000 claims description 16
- 239000010865 sewage Substances 0.000 claims description 5
- 230000000717 retained effect Effects 0.000 claims description 4
- 238000002485 combustion reaction Methods 0.000 claims description 2
- 238000001035 drying Methods 0.000 abstract description 9
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 abstract description 7
- 239000001301 oxygen Substances 0.000 abstract description 7
- 229910052760 oxygen Inorganic materials 0.000 abstract description 7
- 239000000446 fuel Substances 0.000 abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 239000002912 waste gas Substances 0.000 abstract 1
- 239000010800 human waste Substances 0.000 description 10
- 239000007789 gas Substances 0.000 description 8
- 238000004332 deodorization Methods 0.000 description 3
- 239000000428 dust Substances 0.000 description 3
- 238000010344 co-firing Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 239000010842 industrial wastewater Substances 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 229920006317 cationic polymer Polymers 0.000 description 1
- 230000001877 deodorizing effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000013067 intermediate product Substances 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 239000002918 waste heat Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Landscapes
- Treatment Of Sludge (AREA)
- Gasification And Melting Of Waste (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、下水、し尿、各種産業廃水などの有機性汚水
や有機性汚泥の処理において発生する汚泥をきわめて合
理的かつ省エネルギ的に処理処分することができる処理
方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention provides a treatment method that can treat and dispose of sludge generated in the treatment of organic sewage and organic sludge such as sewage, human waste, and various industrial wastewater in an extremely rational and energy-saving manner. It is related to.
以下、有機性汚水の代表例として、し尿を例にとりあげ
て説明する。Hereinafter, human waste will be taken as an example and explained as a representative example of organic wastewater.
従来、し尿処理施設においては、余剰活性汚泥と三次処
理汚泥は、重力シラフナ等で濃縮後、カチオンポリマー
などの脱水助剤を添加して。Conventionally, in human waste treatment facilities, excess activated sludge and tertiary treated sludge are concentrated using gravity silafuna, etc., and then a dewatering aid such as a cationic polymer is added.
ベルトプレス、フィルタプレスその他の圧搾脱水機、遠
心脱水機などの機械脱水機で脱水し、含水率80%前後
の脱水ケーキとし、これを焼却処分している。It is dehydrated using a mechanical dehydrator such as a belt press, filter press, other compression dehydrators, or centrifugal dehydrator to form a dehydrated cake with a moisture content of around 80%, which is then incinerated.
しかしながら、脱水ケーキの含水率は高いために、多量
の燃料を使用しないと焼却不能で、焼却に膨大な費用(
し尿I Klあたり1000〜1200円)がかかつて
いるのが現状である。However, because the moisture content of dehydrated cake is high, it cannot be incinerated without using a large amount of fuel, and incineration is extremely expensive (
Currently, human waste costs 1,000 to 1,200 yen per kiloliter.
このために、最近では脱水ケーキを近隣のごみ焼却場に
搬入してごみと混焼するという方法が提案されている。For this reason, a method has recently been proposed in which the dehydrated cake is transported to a nearby garbage incinerator and incinerated together with garbage.
しかし、現実には脱水ケーキの含水率が高いため、ごみ
との混焼は非常に難しく、しかも脱水ケーキが運搬中に
流動化し、ハンドリングが困難になるという重大な難点
もある。また、ごみ焼却場は、本来発熱量の高いごみを
焼却するように設計されている。ので1発熱量が100
Kcal /i、、ケイ以下という高含水率の脱水ケ
ーキを焼却するのには不向きであるという大きな理由も
ある。However, in reality, the moisture content of the dehydrated cake is high, so co-firing with waste is extremely difficult, and there is also the serious problem that the dehydrated cake becomes fluid during transportation, making it difficult to handle. Additionally, garbage incinerators are designed to incinerate garbage that has a high calorific value. Therefore, 1 calorific value is 100
Another major reason is that it is unsuitable for incinerating a dehydrated cake with a high moisture content of less than Kcal/i.
したがって、し尿処理場において脱水ケーキを乾燥して
から、ごみと混焼するという方法も考えられているが、
実際には乾燥用の燃料消費量の膨大なことからみて全く
実用的でないことが判明しており、さらに汚泥の乾燥器
から排出される排ガスが強烈な悪臭を帯びているために
、これを燃焼脱臭していることも燃料消費量を著しく多
くしている原因の一つである。Therefore, a method has been considered in which the dehydrated cake is dried at a human waste treatment plant and then co-incinerated with garbage.
In reality, it has been found that drying is completely impractical due to the huge amount of fuel consumed, and furthermore, the exhaust gas emitted from the sludge dryer has a strong odor, so it is necessary to burn it. Deodorization is also one of the causes of significantly high fuel consumption.
ところで、し尿の好気性生物処理においては曝気工程に
空気などの酸素含有ガスを供給するために曝気ブロワが
使用されている。従来、曝気プロワは、吸入望気を圧縮
し、圧力を高めた空気(吐出空気)を曝気槽に供給する
ことを目的とする機器であると単純に認識されていたた
めに、この曝気プロワに他の機能をさらに付与するとい
う着想は全くなかった。しかし、本発明者は、曝気プロ
ワの吐出空気が断熱圧縮によって80〜90℃もの保有
熱があることに着目し、この保有熱を汚泥の乾燥に有効
利用する本発明に到達したものである。Incidentally, in aerobic biological treatment of human waste, an aeration blower is used to supply oxygen-containing gas such as air to the aeration process. Conventionally, an aeration blower was simply recognized as a device whose purpose was to compress inhaled desired air and supply air (discharged air) with increased pressure to an aeration tank. There was no idea of adding additional functions. However, the inventors of the present invention have focused on the fact that the air discharged from the aeration blower has a retained heat of 80 to 90° C. due to adiabatic compression, and have arrived at the present invention, which utilizes this retained heat effectively for drying sludge.
本発明は、有機性汚水の好気性生物処理や有機性汚泥の
好気性消化などで使用される曝気プロワに複合機能をも
たせることによって、前述した従来の乾燥法の諸問題を
解決し、有機性汚泥のごみとの混焼を有利に行うことが
できる処理方法を提供することを目的とするものである
。The present invention solves the problems of the conventional drying method described above by providing multiple functions to the aeration blower used in aerobic biological treatment of organic wastewater and aerobic digestion of organic sludge. The object of the present invention is to provide a treatment method that can advantageously co-incinerate sludge with garbage.
本発明は、有機性汚水、有機性汚泥などの処理における
曝気工程に使用する曝気ブロワの吐出空気の保有熱によ
って、前記処理から発生する有機性汚泥を乾燥し、該乾
燥汚泥をごみと混焼することを特徴とするものである。The present invention dries the organic sludge generated from the treatment using the retained heat of the air discharged from an aeration blower used in the aeration step in the treatment of organic sewage, organic sludge, etc., and co-incinerates the dried sludge with garbage. It is characterized by this.
さらに、し尿処理を例にとって本発明の一実施例を図面
を参照しながら説明すれば、除渣されたし尿1は生物学
的硝化脱窒素プロセスなどの好気性生物処理工程2に流
入し、酸素が供給されて好気性生物処理を受けたのち、
固液分離工程6にて汚泥が分離されたのち処理水4とし
て取り出されて三次処理を受ける一方、分離された汚泥
の一部は返送汚泥5として返送利用され、余剰分は余剰
汚泥6として系外に取り出されて脱水処理(図示せず)
される。Furthermore, one embodiment of the present invention will be described with reference to the drawings, taking human waste treatment as an example. The removed human waste 1 flows into an aerobic biological treatment process 2 such as a biological nitrification and denitrification process, and oxygen is removed. After being supplied and subjected to aerobic biological treatment,
After the sludge is separated in the solid-liquid separation step 6, it is taken out as treated water 4 and subjected to tertiary treatment, while a part of the separated sludge is sent back and used as return sludge 5, and the surplus is returned to the system as surplus sludge 6. It is taken out and dehydrated (not shown).
be done.
前記好気性生物処理工程2に必要な酸素は、ブロワ設置
室7内に設置された曝気プロワ8の吐出空気9によって
供給されるが、曝気プロワ8の吐出空気9は前述のよう
に80〜90’Cの温度をもっているため、これを密閉
可能の乾燥器10に流入させ、乾燥器10内に供給され
た余剰汚泥6や三次処理汚泥などの有機性汚泥(し渣を
含む)の脱水ケーキ11の充填層を通気させる。この結
果、脱水ケーキ11はきわめて効果的に乾燥され、含水
率30〜40%程度の乾燥汚泥12として取り出される
。し力?して、乾燥器10から排出される乾燥排ガス1
6は酸素供給のため好気性生物処理工程2内に散気装置
14から散気される。The oxygen necessary for the aerobic biological treatment step 2 is supplied by the discharge air 9 of the aeration blower 8 installed in the blower installation room 7, and the discharge air 9 of the aeration blower 8 has an oxygen concentration of 80 to 90% as described above. Since the sludge has a temperature of 'C, it flows into the airtight dryer 10, and a dehydrated cake 11 of organic sludge (including sludge) such as surplus sludge 6 and tertiary treatment sludge supplied into the dryer 10 Aerate the packed bed. As a result, the dehydrated cake 11 is dried very effectively and is taken out as dried sludge 12 having a water content of about 30 to 40%. Strength? The dry exhaust gas 1 discharged from the dryer 10
6 is diffused from an aeration device 14 into the aerobic biological treatment process 2 to supply oxygen.
散気装置14から散気される乾燥排ガス16によって、
好気性生物処理工程2において好気性生物処理が行われ
るが、同時に乾燥排ガス13中の悪臭成分は活性汚泥な
どの微生物の作用によって生物学的に脱臭されるから、
特別の脱臭工程を設ける必要はない。また、乾燥排ガス
16中産は乾燥時に発生したダストも含まれるが。By the dry exhaust gas 16 diffused from the aeration device 14,
Aerobic biological treatment is performed in the aerobic biological treatment step 2, but at the same time, malodorous components in the dry exhaust gas 13 are biologically deodorized by the action of microorganisms such as activated sludge.
There is no need to provide a special deodorizing process. In addition, the dry exhaust gas 16 intermediate product also includes dust generated during drying.
これも同時に好気性生物処理工程2において除去される
。This is also removed at the same time in the aerobic biological treatment step 2.
前記乾燥器10における乾燥において、例えば曝気プロ
ワ8の消費動力なαKWとすると、理論的に
α(KW) X 24 (h) X 860Kca逼=
2064o a Kcal/。In drying in the dryer 10, for example, if αKW is the power consumption of the aeration blower 8, theoretically α(KW) x 24 (h) x 860Kca =
2064o a Kcal/.
の熱量を得ることができ、この熱量によって汚泥を乾燥
することができる。すなわち、曝気プロワ8は好気性生
物処理工程2へ酸素を供給することを目的として設置さ
れているわけであるが、この曝気プロワ8の廃熱によっ
て汚泥を乾燥するから、ノーコスト乾燥が可能になった
のである。This amount of heat can be used to dry the sludge. In other words, the aeration blower 8 is installed for the purpose of supplying oxygen to the aerobic biological treatment process 2, and since the waste heat of the aeration blower 8 is used to dry the sludge, no-cost drying is possible. It was.
なお、脱水ケーキ11の含水率は、85%以下にしてお
くのが好ましい。脱水ケーキ11の含水率が85チより
高いと、@気ブロワ8の吐出空気9の保有熱量による乾
燥が十分に行われ難い場合があるから、汚泥の脱水工程
での脱水ケーキ11の含水率を85%以下とするようK
、脱水機種の選定、脱水機の運転条件を十分に検討する
ことが好ましい。脱水機種選定の一例としては、汚泥に
高い圧力をかけることが可能なフィルタプレス、スクリ
ュープレスなどの高圧圧搾型の脱水機を選定するのが有
利である。Note that the moisture content of the dehydrated cake 11 is preferably 85% or less. If the moisture content of the dehydrated cake 11 is higher than 85 cm, it may be difficult to sufficiently dry the cake due to the amount of heat held by the air 9 discharged from the air blower 8. K should be 85% or less
It is preferable to carefully consider the selection of the dehydrator type and the operating conditions of the dehydrator. As an example of selecting a dewatering machine, it is advantageous to select a high-pressure dewatering machine such as a filter press or screw press that can apply high pressure to sludge.
しかして、乾燥器10から取り出された乾燥汚泥12は
1発熱量が1800〜2oooKcavky乾燥物であ
り、一般のごみと同等の発熱量になっているから、これ
をホッパ15からごみ焼却場16に搬入して、ごみ17
と混焼することがきわめて容易となる。The dried sludge 12 taken out from the dryer 10 is a dried product with a calorific value of 1800 to 2 oooKcavky, which is equivalent to that of general garbage, so it is transferred from the hopper 15 to the garbage incinerator 16. Bring in garbage 17
This makes co-firing extremely easy.
なお、前記実施例ではし尿を例にとって説明したが、下
水、各種産業廃水処理で発生する汚泥にも同様て適用し
得ることは申すまでもない。Although the above embodiments have been explained using human waste as an example, it goes without saying that the present invention can be similarly applied to sewage and sludge generated in various industrial wastewater treatments.
以上述べたように本発明によれば1次のようなきわめて
顕著な有益なる効果を得ることができるものである。As described above, according to the present invention, extremely significant beneficial effects such as the first order can be obtained.
■ 汚泥の乾燥用燃費を不要とし、大きな省エネルギ効
果がある。■ Eliminates the need for fuel consumption for drying sludge, resulting in significant energy savings.
■ 曝気ブロワの吐出空気の流れを利用するから、従来
必要とされていた乾燥器への熱風供給ファンが不要とな
る。■ Since the flow of discharged air from the aeration blower is used, there is no need for a fan to supply hot air to the dryer, which was required in the past.
■ 乾燥汚泥がごみと同等の発熱量をもつから、ごみと
の混焼がきわめて容易である。■ Since dried sludge has the same calorific value as garbage, co-combustion with garbage is extremely easy.
■ 乾燥排ガスが自動的に曝気工程に供給されて曝気用
空気として利用され、曝気工程内において生物脱臭及び
除塵が行われるから、特別の脱臭、除塵工程や設備が不
要になる。■ Dry exhaust gas is automatically supplied to the aeration process and used as aeration air, and biological deodorization and dust removal are performed within the aeration process, making special deodorization and dust removal processes and equipment unnecessary.
図面は本発明の一実施例を示す系統説明図である。
1・・・し尿、2・・・好気性生物処理工程、3・・・
固液分離工程、4・・・処理水、5・・・返送汚泥、6
・・・余剰汚泥、8・・・曝気ブロワ、9・・・吐出空
気、10・・・乾燥器、11・・・脱水ケーキ、12・
・・乾燥汚泥、13・・・乾燥排ガス、14・・・散気
装置。
16・・・ごみ焼却場、17・・・ごみ。The drawing is a system explanatory diagram showing an embodiment of the present invention. 1... Human waste, 2... Aerobic biological treatment process, 3...
Solid-liquid separation step, 4... Treated water, 5... Returned sludge, 6
... Surplus sludge, 8. Aeration blower, 9. Discharge air, 10. Dryer, 11. Dehydrated cake, 12.
...Dry sludge, 13...Dry exhaust gas, 14...Diffuser. 16... Garbage incinerator, 17... Garbage.
Claims (1)
工程に使用する曝気プロワの吐出空気の保有熱によって
、前記処理から発生する有機性汚泥を乾燥し、該乾燥汚
泥をごみと混焼することを特徴とする有機性汚泥の処理
方法。 2、前記乾燥すべき有機性汚泥の含水率を85−以下と
しておくものである特許請求の範囲第1項記載の有機性
汚泥の処理方法。[Claims] 1. The organic sludge generated from the treatment is dried by the retained heat of the air discharged from the aeration blower used in the aeration step in the treatment of organic sewage, organic sludge, etc., and the dried sludge is A method for treating organic sludge that is characterized by co-combustion with garbage. 2. The method for treating organic sludge according to claim 1, wherein the moisture content of the organic sludge to be dried is kept at 85- or less.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58242160A JPS60137500A (en) | 1983-12-23 | 1983-12-23 | Treatment of organic sludge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58242160A JPS60137500A (en) | 1983-12-23 | 1983-12-23 | Treatment of organic sludge |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60137500A true JPS60137500A (en) | 1985-07-22 |
Family
ID=17085219
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP58242160A Pending JPS60137500A (en) | 1983-12-23 | 1983-12-23 | Treatment of organic sludge |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60137500A (en) |
-
1983
- 1983-12-23 JP JP58242160A patent/JPS60137500A/en active Pending
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