JP3444382B2 - Sludge treatment method - Google Patents

Sludge treatment method

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Publication number
JP3444382B2
JP3444382B2 JP04546895A JP4546895A JP3444382B2 JP 3444382 B2 JP3444382 B2 JP 3444382B2 JP 04546895 A JP04546895 A JP 04546895A JP 4546895 A JP4546895 A JP 4546895A JP 3444382 B2 JP3444382 B2 JP 3444382B2
Authority
JP
Japan
Prior art keywords
soil
treatment method
sludge
dewatered
sludge treatment
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
JP04546895A
Other languages
Japanese (ja)
Other versions
JPH08238500A (en
Inventor
和之 玉木
富晴 山本
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.)
Nittoc Constructions Co Ltd
Original Assignee
Nittoc Constructions 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 Nittoc Constructions Co Ltd filed Critical Nittoc Constructions Co Ltd
Priority to JP04546895A priority Critical patent/JP3444382B2/en
Publication of JPH08238500A publication Critical patent/JPH08238500A/en
Application granted granted Critical
Publication of JP3444382B2 publication Critical patent/JP3444382B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Treatment Of Sludge (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Description

【発明の詳細な説明】 【0001】 【産業上の利用分野】本発明は、濁水処理や浄水製造に
おいて生じる汚泥の汚泥処理方法に関する。 【0002】 【従来の技術】先ず、図3及び図4を参照して従来の汚
泥処理方法を説明する。 【0003】先ず、沈砂槽1において、原水Aに含まれ
る粒径の大きい土砂Bを自然沈降させて土捨場に捨て
る。次いで、1次凝集剤aを添加し原水ピット2及び粗
粒筒3内で充分に急速攪拌して小さなフロックを形成
し、続いて2次凝集剤bを添加してシックナ4に導入
し、緩速攪拌して大きなフロックを形成し、十分な滞留
時間をとってフロックを沈降させ、上澄水Cをオーバフ
ローさせて浄水槽5に留め再利用し、又は、PH調整し
て河川に流す。他方、沈殿した土砂は、シックナ4の底
から抜いて汚泥タンク6にため、濃縮汚泥Dは、送泥ポ
ンプ7により汚泥貯溜タンク8を介して脱水機すなわち
フィルタプレス9に送り、脱水して脱水ケーキEとして
排出し土捨場に廃棄処分している。 【0004】 【発明が解決しようとする課題】上記の脱水ケーキE
は、自然な地山から洗い出されたシルト分(土砂のうち
砂より細かく粘土より大きいもの)や粘土分を凝集剤の
添加により沈降したものであり、有害物質を含有する可
能性のある下水汚泥とは異なり安全なものである。他
方、園芸培土や用土は天然材料である土壌を掘り出し、
水分調整等を施して製品化されている。したがって、こ
のような園芸培土として脱水ケーキEを再利用できれば
資源の有効利用として意義深い。しかし、この脱水ケー
キEは、園芸培土や用土として利用するにはシルト分や
粘土分を主としているため、水分保持力が低い欠点があ
る。 【0005】本発明は、濁水処理や浄水処理で発生する
脱水ケーキの再利用を図る汚泥処理方法を提供すること
を目的としている。 【0006】 【課題を解決するための手段】本発明によれば、原水
(A)に含まれる粒径の大きい土砂(B)を自然沈降さ
せて除去し、原水ビット(2)内で1次凝集剤(a)を
添加して急速撹拌して小さなブロックを形成し、続いて
2次凝集剤(b)を添加してシックナ(4)に導入し、
緩速撹拌して大きなブロックを形成し、沈殿した土砂を
送泥ポンプ(7)を介してフィルタプレス(9)に送
り、脱水して脱水ケーキ(E)とする汚泥処理方法にお
いて、フィルタプレス(9)で脱水洗浄して得られた脱
水ケーキ(E)を体積で10〜30%のバーク堆肥
(c)で置き換え、強制練ミキサ(10)で混和するよ
うになっている。 【0007】 【作用】上記のように構成された汚泥処理方法において
は、シルト分や粘土分を主として、水分保持力が低い脱
水ケーキに、土壌改良材を混和することにより、水分保
持力を付与し園芸培土や用土として再利用が可能にな
る。 【0008】 【実施例】以下図面を参照して本発明の実施例を説明す
る。なお、これらの図面において、図3および図4に対
応する部分については、同じ符号を付して重複説明を省
略する。 【0009】図1及び図2において、フィルタプレス9
で脱水洗浄して得られた脱水ケーキE(図4)に、バー
ク堆肥やピートモス等の有機質土壌改良材cを添加し、
強制練ミキサ10で混和して改良脱水ケーキFを作る。 【0010】 【実験例】脱水ケーキは物理性が悪い欠点があるので、
有機質土壌改良材としてバーク堆肥を全体の体積に対し
5〜50%の範囲で混合し、培土としての性質を評価す
るため、有効水分と孔隙率を測定した。 【0011】この測定項目の評価方法は、 有効水分:植物が吸収できる土の水分の量、 この値は、土が水を保持する強さの範囲をpF1.8か
らpF3.0とした場合、6%以上が好ましいとされて
いる。 【0012】孔隙率:土の体積のうち水や空気が占める
割合 植物にとっては、40〜60%の範囲が好ましいとされ
ている。 【0013】本発明にしたがって、脱水ケーキに土壌改
良材を混和する物理性改良の実験結果を表1に示す。 【0014】表1に示すように、脱水ケーキを体積で10〜30%の
有機質土壌改良材で置き換えることで、培土の孔隙率や
有効水分すなわち水分保持力が好適な値まで改良できる
ことが明らかである。 【0015】 【発明の効果】本発明は、以上説明したように構成され
ているので、従来は廃棄処分していた脱水ケーキに土壌
改良材を混和し改良脱水ケーキを得て園芸培土や用土と
して再利用することができる。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating sludge generated in turbid water treatment or purified water production. 2. Description of the Related Art First, a conventional sludge treatment method will be described with reference to FIGS. [0003] First, in a sand settling tank 1, large-sized earth and sand B contained in raw water A is naturally settled and discarded in a dumping ground. Next, the primary flocculant a is added, and the mixture is rapidly stirred sufficiently in the raw water pit 2 and the coarse-grained cylinder 3 to form a small floc. A large floc is formed by rapid stirring, the floc is settled after a sufficient residence time, and the supernatant water C is overflowed and retained in the water purifying tank 5 for reuse, or the pH is adjusted to flow into a river. On the other hand, the sediment that has settled out is removed from the bottom of the thickener 4 and stored in the sludge tank 6, and the concentrated sludge D is sent to the dehydrator or filter press 9 via the sludge storage tank 8 by the mud pump 7 to be dewatered and dewatered. It is discharged as cake E and disposed of at a dumping site. [0004] The above-mentioned dewatered cake E
Is the sedimentation of silt (small and finer than sand and larger than clay) and clay that have been washed out of natural ground by the addition of coagulants, and sewage that may contain harmful substances. Unlike sludge, it is safe. On the other hand, horticultural cultivation soil and soil dig out soil that is a natural material,
It is commercialized after moisture adjustment. Therefore, if the dehydrated cake E can be reused as such horticultural culture soil, it is significant as effective use of resources. However, this dewatered cake E has a drawback in that it has a low water holding power because it mainly uses a silt component and a clay component when used as a horticultural soil or a soil. [0005] An object of the present invention is to provide a sludge treatment method for recycling a dewatered cake generated in turbid water treatment or water purification treatment. According to the present invention, large-grained sediment (B) contained in raw water (A) is naturally settled and removed, and the primary water is removed in the raw water bit (2). The flocculant (a) is added and rapidly stirred to form small blocks, followed by the addition of a secondary flocculant (b) and introduction into the thickener (4),
In a sludge treatment method in which a large block is formed by slow stirring and sedimented sediment is sent to a filter press (9) via a mud pump (7) and dewatered to form a dewatered cake (E), a filter press ( The dewatered cake (E) obtained by dewatering and washing in 9) is replaced with a bark compost (c) having a volume of 10 to 30% and mixed with a forced kneading mixer (10). [0007] In the sludge treatment method configured as described above, a water improving power is imparted by mixing a soil improving material into a dewatered cake having a low water holding power, mainly a silt component and a clay component. It can be reused as horticulture cultivation soil or medium. An embodiment of the present invention will be described below with reference to the drawings. In these drawings, portions corresponding to those in FIGS. 3 and 4 are denoted by the same reference numerals, and redundant description will be omitted. In FIG. 1 and FIG.
Add the organic soil conditioner c such as bark compost or peat moss to the dehydrated cake E (FIG. 4) obtained by dehydration washing in
The modified dehydrated cake F is made by mixing with the forced kneading mixer 10. [Experimental example] Since dehydrated cake has a disadvantage of poor physical properties,
Bark compost was mixed as an organic soil improver in a range of 5 to 50% based on the whole volume, and the effective moisture and porosity were measured in order to evaluate the properties as a cultivated soil. The evaluation method of this measurement item is as follows: Effective moisture: the amount of soil moisture that can be absorbed by plants. This value is obtained when the range of the soil's water holding strength is from pF1.8 to pF3.0. It is said that 6% or more is preferable. Porosity: Ratio of water and air to the volume of soil The range of 40 to 60% is preferable for plants. Table 1 shows the experimental results of the physical property improvement in which the soil improving agent is mixed with the dewatered cake according to the present invention. [0014] As shown in Table 1, it is clear that the porosity and effective moisture, that is, the water holding power of the cultivated soil can be improved to a suitable value by replacing the dehydrated cake with an organic soil improver having a volume of 10 to 30%. According to the present invention, as described above, the soil improving material is mixed with the dewatered cake which has been conventionally discarded to obtain an improved dewatered cake, which is used as a horticultural culture soil or soil. Can be reused.

【図面の簡単な説明】 【図1】本発明の水処理基本フロー図。 【図2】本発明の水処理フロー図。 【図3】従来の水処理基本フロー図。 【図4】従来の水処理フロー図。 【符号の説明】 A・・・原水 B・・・土砂 C・・・上澄水 D・・・濃縮汚泥 E・・・脱水ケーキ F・・・改良脱水ケーキ a・・・1次凝集剤 b・・・2次凝集剤 c・・・土壌改良材 1・・・沈砂槽 2・・・原水ピット 3・・・粗粒筒 4・・・シックナ 5・・・浄水槽 6・・・汚泥タンク 7・・・送泥ポンプ 8・・・汚泥貯留タンク 9・・・フィルタプレス 10・・・強制練ミキサ[Brief description of the drawings] FIG. 1 is a basic flow chart of water treatment of the present invention. FIG. 2 is a flow chart of the water treatment of the present invention. FIG. 3 is a basic flow chart of a conventional water treatment. FIG. 4 is a flow chart of a conventional water treatment. [Explanation of symbols] A: Raw water B: earth and sand C: supernatant water D: concentrated sludge E: Dehydrated cake F: Improved dehydrated cake a ... Primary flocculant b: Secondary flocculant c: Soil conditioner 1 ... settling tank 2 Raw water pit 3 ... Coarse-grained cylinder 4 ... thickener 5 ・ ・ ・ Water purification tank 6 ・ ・ ・ Sludge tank 7 ・ ・ ・ Sludging pump 8 ・ ・ ・ Sludge storage tank 9 ... Filter press 10 ... forced kneading mixer

フロントページの続き (56)参考文献 特開 昭52−93539(JP,A) 特開 平7−40(JP,A)Continuation of front page       (56) References JP-A-52-93539 (JP, A)                 JP-A-7-40 (JP, A)

Claims (1)

(57)【特許請求の範囲】 【請求項1】 原水(A)に含まれる粒径の大きい土砂
(B)を自然沈降させて除去し、原水ビット(2)内で
1次凝集剤(a)を添加して急速撹拌して小さなブロッ
クを形成し、続いて2次凝集剤(b)を添加してシック
ナ(4)に導入し、緩速撹拌して大きなブロックを形成
し、沈殿した土砂を送泥ポンプ(7)を介してフィルタ
プレス(9)に送り、脱水して脱水ケーキ(E)とする
汚泥処理方法において、フィルタプレス(9)で脱水洗
浄して得られた脱水ケーキ(E)を体積で10〜30%
のバーク堆肥(c)で置き換え、強制練ミキサ(10)
で混和することを特徴とする汚泥処理方法。
(57) [Claims 1] A large particle size soil (B) contained in raw water (A) is naturally settled and removed, and a primary flocculant (a) is removed in raw water bit (2). ) Is added and rapidly stirred to form small blocks, followed by the addition of a secondary flocculant (b) into the thickener (4), with slow stirring to form large blocks and the settling of sediment Is fed to a filter press (9) via a mud pump (7) and dewatered to form a dewatered cake (E) in a sludge treatment method. The dewatered cake (E) obtained by dewatering and washing with the filter press (9) is obtained. ) Is 10 to 30% by volume
Replaced with bark compost (c), and forced kneading mixer (10)
A sludge treatment method, wherein the sludge is mixed.
JP04546895A 1995-03-06 1995-03-06 Sludge treatment method Expired - Fee Related JP3444382B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04546895A JP3444382B2 (en) 1995-03-06 1995-03-06 Sludge treatment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04546895A JP3444382B2 (en) 1995-03-06 1995-03-06 Sludge treatment method

Publications (2)

Publication Number Publication Date
JPH08238500A JPH08238500A (en) 1996-09-17
JP3444382B2 true JP3444382B2 (en) 2003-09-08

Family

ID=12720222

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04546895A Expired - Fee Related JP3444382B2 (en) 1995-03-06 1995-03-06 Sludge treatment method

Country Status (1)

Country Link
JP (1) JP3444382B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2157752B1 (en) * 1998-12-22 2002-03-01 Gen Aguas De Barcelona S A Soc PROCEDURE FOR OBTAINING A PULVERULENT PRODUCT FROM THE REJECTION FRACTION OF A WATER POTABILIZING PLANT, PRODUCT OBTAINED WITH SUCH PROCEDURE AND USE OF SUCH PRODUCT.
CN110725354A (en) * 2019-09-27 2020-01-24 中国科学院生态环境研究中心 Cutter-suction type integrated intelligent high-efficiency dredging ship

Also Published As

Publication number Publication date
JPH08238500A (en) 1996-09-17

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