JPH10314778A - Tertiary treatment device for waste water - Google Patents

Tertiary treatment device for waste water

Info

Publication number
JPH10314778A
JPH10314778A JP9130897A JP13089797A JPH10314778A JP H10314778 A JPH10314778 A JP H10314778A JP 9130897 A JP9130897 A JP 9130897A JP 13089797 A JP13089797 A JP 13089797A JP H10314778 A JPH10314778 A JP H10314778A
Authority
JP
Japan
Prior art keywords
tank
carrier
water
discharge pump
water discharge
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
JP9130897A
Other languages
Japanese (ja)
Inventor
Yasusato Wada
康里 和田
Toshimasa Umehara
敏正 梅原
Yasuhiro Ishii
康弘 石井
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.)
Showa Denko Materials Co Ltd
Original Assignee
Hitachi Chemical 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 Hitachi Chemical Co Ltd filed Critical Hitachi Chemical Co Ltd
Priority to JP9130897A priority Critical patent/JPH10314778A/en
Publication of JPH10314778A publication Critical patent/JPH10314778A/en
Pending legal-status Critical Current

Links

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
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

PROBLEM TO BE SOLVED: To provide a tertiary treatment device for waste water which captures and removes suspended solids(SS) and sufficiently enables the decomposition of organic matters using bacteria. SOLUTION: In the treatment device in which an oxygen feed tank 1 having an air diffusing member 3 at its bottom, a carrier attachment filter tank 2, and a washing water discharge pump tank 7 with a washing water discharge pump 8 are disposed in this order, in the tank 2, a diffuser member 6 is provided on the bottom of the tank 2 and a carrier bed 4 filled with granular carriers between upper and lower perforated plates 5, 5 is provided above the diffuser member 6.

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、二次処理を済ませ
た汚水を流入させ、更に高度な汚水処理を行うために用
いる三次処理装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tertiary treatment apparatus used for inflowing sewage that has undergone secondary treatment and for performing more advanced sewage treatment.

【0002】[0002]

【従来の技術】汚水処理は、その工程により一次処理、
二次処理及び三次処理に分類される。各々の処理工程を
詳細に述べると、前記一次処理とは、沈殿分離のことで
あり、汚水の固形成分と液体成分を分離する前処理を示
す。二次処理とは、一次処理の終了した汚水を活性汚泥
処理(生物処理)したものであり、通常の汚水処理は、
この二次処理にて終了し、塩素消毒等を行い系外に放出
される。しかしながら、環境問題を考えた際に、二次処
理を行った段階の処理水では満足できずに、より高度な
汚水処理を行なう場合があり、そのような処理工程を三
次処理と呼んでいる。
2. Description of the Related Art Sewage treatment includes primary treatment,
It is classified into secondary processing and tertiary processing. To describe each treatment step in detail, the primary treatment is a precipitation separation, and indicates a pretreatment for separating a solid component and a liquid component of wastewater. The secondary treatment is a treatment of activated sludge (biological treatment) of the wastewater after the primary treatment.
This secondary treatment is completed, and is discharged outside the system after chlorine disinfection. However, in consideration of environmental problems, there is a case where the treated water at the stage of performing the secondary treatment is not satisfactory, and a more advanced sewage treatment may be performed. Such a treatment process is called a tertiary treatment.

【0003】図2を用いて、従来使用されていた三次処
理装置を説明すると、三次処理装置は、担体付着濾過槽
9及び洗浄水排出ポンプ槽10とから構成され、前記担
体付着濾過槽9には、粒状担体を充填させた担体床11
を設け、該担体床11の上下には、被処理水及び処理水
は通過するが、粒状担体を通さない多孔板12、12を
配置している。更に、担体付着濾過槽9の底部には、前
記担体床11の洗浄を行うための散気部材13を設けて
いる。一方洗浄水排出ポンプ槽10には、後述する洗浄
水を系外に排出するための洗浄水排出ポンプ14を設置
している。
A conventional tertiary treatment apparatus will be described with reference to FIG. 2. The tertiary treatment apparatus is composed of a carrier adhesion filtration tank 9 and a washing water discharge pump tank 10. Is a carrier bed 11 packed with granular carriers.
Are provided above and below the carrier bed 11, and perforated plates 12, 12 which allow the water to be treated and the treated water to pass therethrough but do not allow the granular carrier to pass through. Further, a diffusing member 13 for washing the carrier bed 11 is provided at the bottom of the carrier-attached filtration tank 9. On the other hand, the washing water discharge pump tank 10 is provided with a washing water discharge pump 14 for discharging washing water to be described later out of the system.

【0004】従来の三次処理装置の処理方法を説明する
と、三次処理装置に流入した被処理水(既に二次処理を
終えた水)15を担体付着濾過槽9に流入させ、下向流
にて担体床11を通過させる。この際、被処理水15
は、担体床11に生息する微生物により有機物が分解さ
れ、同時に浮遊物質(以下SSという)が捕捉除去され
る。その後被処理水15は、洗浄水排出ポンプ槽10に
移流し、処理水16として系外に排出される。
[0004] The processing method of the conventional tertiary treatment apparatus will be described. The water to be treated (water that has already undergone the secondary treatment) 15 that has flowed into the tertiary treatment apparatus is caused to flow into the carrier-attached filtration tank 9 and is subjected to downward flow. Pass through the carrier bed 11. At this time, the water to be treated 15
The organic matter is decomposed by microorganisms inhabiting the carrier bed 11, and at the same time, suspended matter (hereinafter referred to as SS) is captured and removed. Thereafter, the water to be treated 15 is transferred to the cleaning water discharge pump tank 10 and discharged out of the system as treated water 16.

【0005】担体床11は、前述したように有機物の分
解の他にSSの捕捉除去を行うために、そのまま継続処
理し続けると、SSにより閉塞してしまう。このため、
担体床11からSSを取り除く作業として、定期的に散
気部材13を稼働させ、同時に洗浄水排出ポンプ14を
も稼働させることにより、SSを含む洗浄水を系外に排
出するようにしている。
[0005] As described above, the carrier bed 11 is clogged by SS if it is continuously processed to capture and remove SS in addition to decomposing organic substances. For this reason,
As an operation for removing SS from the carrier bed 11, the washing water containing SS is discharged out of the system by periodically operating the air diffusing member 13 and simultaneously operating the washing water discharge pump 14.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、前述し
た従来の三次処理装置では、担体付着濾過槽9でのSS
捕捉除去により透明感のある処理水16が得られるもの
の、前記担体付着濾過槽9内に溶存酸素が殆ど無いため
に、微生物による有機物分解が不十分になってしまう課
題があった。
However, in the conventional tertiary treatment apparatus described above, the SS
Although the treated water 16 having a sense of transparency can be obtained by trapping and removing, there is a problem that organic matter decomposition by microorganisms becomes insufficient because there is almost no dissolved oxygen in the carrier-attached filtration tank 9.

【0007】本発明は、前述した課題に鑑みなされたも
のであり、SSの捕捉除去を行うことは勿論、微生物に
よる有機物分解をも充分に可能な三次処理装置を提供す
ることを目的としている。
The present invention has been made in view of the above-mentioned problems, and has as its object to provide a tertiary treatment apparatus capable of not only capturing and removing SS but also sufficiently decomposing organic substances by microorganisms.

【0008】[0008]

【課題を解決するための手段】本発明は、図1(a)に
示すように、底部に散気部材3を設けた酸素供給槽1
と、担体付着濾過槽2と、洗浄水排出ポンプ8を備えた
洗浄水排出ポンプ槽7と、をこの順番で配置してなる処
理装置であって、前記担体付着濾過槽2には、底部に散
気部材6を設け、該散気部材6上方に、上下2枚の多孔
板5、5の間に粒状担体を充填した担体床4を設けたこ
とを特徴とする。
According to the present invention, as shown in FIG. 1 (a), an oxygen supply tank 1 provided with a diffusing member 3 at the bottom is provided.
And a washing water discharge pump tank 7 provided with a washing water discharge pump 8 in this order. The carrier adhesion filtration tank 2 has a bottom The air diffusion member 6 is provided, and a carrier bed 4 filled with granular carriers is provided between the upper and lower two perforated plates 5, 5 above the air diffusion member 6.

【0009】[0009]

【発明の実施の形態】本発明の三次処理装置は、二次処
理を既に行っている水を処理するためのものであり、活
性汚泥処理を行う浄化槽に隣接設置して用いてもよく、
二次処理を行う浄化槽に直接組み込んで使用することも
可能である。
BEST MODE FOR CARRYING OUT THE INVENTION The tertiary treatment apparatus of the present invention is for treating water that has already undergone secondary treatment, and may be used adjacent to a septic tank that performs activated sludge treatment.
It is also possible to use it by directly incorporating it into a septic tank that performs secondary treatment.

【0010】酸素供給槽1に設置した散気部材3は、三
次処理装置に流入する被処理水の溶存酸素濃度を上げる
ために使用されるものであり、その設置場所は、被処理
水の溶存酸素濃度を均一に上げるために酸素供給槽1の
底部とすることが望ましい。また、散気部材3から排出
される空気量は、被処理水の酸素濃度が7mg/l以上
になるようにすることが好ましく、7mg/l未満であ
ると有機物の分解が充分に行われない場合がある。
The diffuser member 3 installed in the oxygen supply tank 1 is used to increase the concentration of dissolved oxygen in the water to be treated flowing into the tertiary treatment apparatus. In order to increase the oxygen concentration uniformly, it is desirable that the oxygen supply tank 1 be located at the bottom. It is preferable that the amount of air discharged from the air diffusion member 3 is such that the oxygen concentration of the water to be treated is 7 mg / l or more, and if it is less than 7 mg / l, the decomposition of the organic matter is not sufficiently performed. There are cases.

【0011】担体付着濾過槽2に充填する担体は、物理
的及び化学的耐久性があることの他に、処理機能を考慮
すると、微生物の付着量が多く、且つ、洗浄が容易に行
えることが必要となる。即ち、微生物の付着量の点で
は、担体内部に細孔を多数有し、前記細孔同士が互いに
連通しているものが好ましく、洗浄を容易に行える点で
は、散気部材6からの空気吐出により生じる水流により
容易に移動可能である比重0.9〜1.1程度のものが
好ましい。具体的には、ポリエチレン、ポリプロピレ
ン、ポリウレタン等の連通気泡体を適宜使用できる。
The carrier to be filled into the carrier-attached filtration tank 2 has a large amount of microorganisms attached and can be easily washed in consideration of its processing function in addition to its physical and chemical durability. Required. That is, from the viewpoint of the amount of microorganisms adhering, it is preferable that the carrier has a large number of pores inside and the pores communicate with each other. It is preferable that the specific gravity is about 0.9 to 1.1 which can be easily moved by the water flow generated by the above. Specifically, communicating cells such as polyethylene, polypropylene, and polyurethane can be used as appropriate.

【0012】本発明では、担体付着濾過槽2の上流側に
酸素供給槽1を配置したことにより、被洗浄水に溶存酸
素を与えることが可能となり、有機物の分解を充分に行
うことが可能となった。
In the present invention, by disposing the oxygen supply tank 1 upstream of the carrier-attached filtration tank 2, it becomes possible to supply dissolved oxygen to the water to be washed, and it is possible to sufficiently decompose organic substances. became.

【0013】図1(b)は、通常の処理工程を示す断面
図であり、図1(c)は、担体付着濾過槽2の洗浄工程
を示す断面図である。先ず、図1(b)により通常の処
理工程を説明すると、被処理水17は、酸素供給槽1に
流入し、該酸素供給槽1底部に設置した散気部材3から
の空気吐出により、溶存酸素濃度を上昇させられる。溶
存酸素濃度の高まった被処理水18は、担体付着濾過槽
2の上部へと移流し、下向流にて担体付着濾過槽2を通
過する。この際、担体床4は、被処理水18のSS捕捉
除去及び有機物の分解除去を行う。担体付着濾過槽2を
通過した被処理水18は、洗浄水排出ポンプ槽7を介し
て処理水19として系外放出される。
FIG. 1B is a cross-sectional view illustrating a normal processing step, and FIG. 1C is a cross-sectional view illustrating a cleaning step of the carrier-attached filtration tank 2. First, the ordinary treatment process will be described with reference to FIG. 1B. The water 17 to be treated flows into the oxygen supply tank 1 and is dissolved by the air discharge from the air diffusing member 3 installed at the bottom of the oxygen supply tank 1. Oxygen concentration can be increased. The water to be treated 18 having an increased dissolved oxygen concentration is transferred to the upper portion of the carrier-attached filtration tank 2 and passes through the carrier-attached filtration tank 2 in a downward flow. At this time, the carrier bed 4 performs SS capture removal of the water to be treated 18 and decomposition removal of organic substances. The water to be treated 18 that has passed through the carrier-attached filtration tank 2 is discharged out of the system as treated water 19 via the washing water discharge pump tank 7.

【0014】前述した通常の処理工程が継続されると、
担体床4にて捕捉したSSが蓄積されるために、担体床
4が次第に閉塞していく。そのため、本発明の三次処理
装置では、図1(c)に示すような洗浄工程を定期的に
行う。洗浄工程では、担体付着濾過槽2の底部に設置し
た散気部材6より散気を行い、水流を起こすことによっ
て、担体同士を衝突させて捕捉したSSを担体から剥離
させる。散気部材6からの散気を開始すると同時に、洗
浄水排出ポンプ8をも稼働させ、剥離した汚泥を下向流
にて引き抜く。引き抜いたSSは、別途処理を行っても
良く、一次処理に返送しても良い。洗浄工程は、担体付
着濾過槽2の槽内水全量を系外に排出した時点で終了
し、通常の処理工程へと移行する。
When the normal processing steps described above are continued,
Since the SS trapped in the carrier bed 4 is accumulated, the carrier bed 4 gradually closes. Therefore, in the tertiary processing apparatus of the present invention, a cleaning step as shown in FIG. In the washing step, air is diffused from the air diffusing member 6 provided at the bottom of the carrier-attached filtration tank 2 to generate a water flow so that the carriers collide with each other and the trapped SS is separated from the carrier. Simultaneously with the start of the air diffusion from the air diffusion member 6, the washing water discharge pump 8 is also operated, and the separated sludge is drawn out in a downward flow. The extracted SS may be processed separately or returned to the primary processing. The washing step ends when the entire amount of water in the tank 2 of the carrier-attached filtration tank 2 is discharged out of the system, and shifts to a normal treatment step.

【0015】[0015]

【実施例】以下、図面を用いて本発明の実施例を説明す
る。図3は、本発明の実施例を示す断面図であり、担体
床4内に10mm角のポリエチレン連通気泡体を担体と
して使用している。担体付着濾過槽2の有効容量は、
0.420m3(寸法:680mm(L),530mm
(W),1170mm(H))に設定し、担体床4の高
さを700mmとした。また、被処理水20の流入は、
担体床4での濾過槽度が1.5m/hになるように9.
2m3/日とし、酸素供給槽1内の水の溶存酸素濃度が
7〜8mg/lになるように散気部材3からの空気吐出
量を調整した。担体床4の洗浄は、1回/日の頻度で行
い、洗浄時の洗浄水排出ポンプ8は、13l/分の速度
で洗浄水を引き抜くようにした。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 3 is a sectional view showing an embodiment of the present invention, in which a 10 mm square polyethylene communicating foam is used as a carrier in a carrier bed 4. The effective volume of the carrier-attached filtration tank 2 is:
0.420 m 3 (Dimensions: 680 mm (L), 530 mm
(W), 1170 mm (H)), and the height of the carrier bed 4 was 700 mm. The inflow of the water to be treated 20 is
8. Adjust the degree of filtration in the carrier bed 4 to 1.5 m / h.
And 2m 3 / day, the dissolved oxygen concentration of water in the oxygen supply tank 1 was adjusted air discharge amount from the air diffuser member 3 so as to 7~8mg / l. Washing of the carrier bed 4 was performed once / day, and the washing water discharge pump 8 at the time of washing was designed to draw out washing water at a rate of 13 l / min.

【0016】前記条件にて三次処理装置を運転した場合
(A)と、溶存酸素濃度を調整する散気部材3を非運転
にした場合(B)の、生物化学的酸素要求量(以下BO
Dという)及びSS量をグラフに表すと、図4のように
なる。図4から、SSの量及びSSに由来するBOD
(以下S−BODという)は、(A)、(B)共に略同
じ割合で取り除いているものの、溶解性のBOD(以下
D−BODという)は、(B)の場合殆ど分解されず、
(A)の場合にのみ約70%の除去を行えることが判明
した。
The biochemical oxygen demand (hereinafter referred to as BO) when the tertiary treatment apparatus is operated under the above conditions (A) and when the air diffuser 3 for adjusting the dissolved oxygen concentration is not operated (B).
FIG. 4 is a graph showing the D amount) and the SS amount. From FIG. 4, the amount of SS and the BOD derived from SS
(Hereinafter referred to as S-BOD) is removed at substantially the same ratio in both (A) and (B), but soluble BOD (hereinafter referred to as D-BOD) is hardly decomposed in (B),
Only in the case of (A), it was found that about 70% of the removal could be performed.

【0017】[0017]

【発明の効果】本発明においては、二次処理水中のSS
成分だけでなく、S−BOD及びD−BODをも除去可
能であり、透明感のある高度な処理を可能とする三次処
理装置を提供することができる。
According to the present invention, the SS in the secondary treated water is used.
It is possible to provide a tertiary processing apparatus capable of removing not only components but also S-BOD and D-BOD, and capable of performing highly transparent processing.

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

【図1】本発明を示す三次処理装置の断面図であり、
(a)は、水の流れを示さない図面、(b)は、通常処
理状態の図面、(c)は洗浄状態を示す図面である。
FIG. 1 is a cross-sectional view of a tertiary processing apparatus according to the present invention;
(A) is a drawing that does not show the flow of water, (b) is a drawing in a normal processing state, and (c) is a drawing that shows a cleaning state.

【図2】従来の三次処理装置を示す断面図である。FIG. 2 is a cross-sectional view illustrating a conventional tertiary processing apparatus.

【図3】本発明の実施例を示す三次処理装置の断面図で
ある。
FIG. 3 is a cross-sectional view of a tertiary processing apparatus showing an embodiment of the present invention.

【図4】溶存酸素調整の有無による水質変化を示すグラ
フである。
FIG. 4 is a graph showing changes in water quality depending on whether dissolved oxygen is adjusted or not.

【符号の説明】[Explanation of symbols]

1.酸素供給槽 2.担体付着濾過槽 3.散気部材
4.担体床 5.多孔板 6.散気部材 7.洗浄水排出ポンプ槽 8.洗浄水排
出ポンプ 9.担体付着濾過槽 10.洗浄水排出ポン
プ槽 11.担体床 12.多孔板 13.散気部材
14.洗浄水排出ポンプ 15.被処理水 16.処理
水 17.被処理水 18.被処理水 19.処理水
20.被処理水 21.溶存酸素濃度を調整した被処理
1. Oxygen supply tank 2. 2. Carrier-attached filtration tank Aeration member
4. 4. carrier bed Perforated plate 6. Air diffuser 7. 7. Cleaning water discharge pump tank Wash water discharge pump 9. Carrier-attached filtration tank 10. Wash water discharge pump tank 11. Carrier bed 12. Perforated plate 13. Aeration member
14. Wash water discharge pump 15. Treated water 16. Treated water 17. Treated water 18. Water to be treated 19. Treated water
20. Water to be treated 21. Treated water with adjusted dissolved oxygen concentration

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 底部に散気部材を設けた酸素供給槽と、
担体付着濾過槽と、洗浄水排出ポンプを備えた洗浄水排
出ポンプ槽と、をこの順番で配置してなる処理装置であ
って、前記担体付着濾過槽には、底部に散気部材を設
け、該散気部材上方に、上下2枚の多孔板の間に粒状担
体を充填した担体床を設けたことを特徴とする汚水の三
次処理装置。
An oxygen supply tank provided with an air diffusion member at a bottom portion;
A carrier-attached filtration tank and a washing water discharge pump tank equipped with a washing-water discharge pump, and a treatment apparatus in which the carrier-attached filtration tank is provided with an air diffusing member at the bottom, A tertiary sewage treatment apparatus characterized by providing a carrier bed filled with granular carriers between upper and lower two perforated plates above the air diffusing member.
JP9130897A 1997-05-21 1997-05-21 Tertiary treatment device for waste water Pending JPH10314778A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9130897A JPH10314778A (en) 1997-05-21 1997-05-21 Tertiary treatment device for waste water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9130897A JPH10314778A (en) 1997-05-21 1997-05-21 Tertiary treatment device for waste water

Publications (1)

Publication Number Publication Date
JPH10314778A true JPH10314778A (en) 1998-12-02

Family

ID=15045280

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9130897A Pending JPH10314778A (en) 1997-05-21 1997-05-21 Tertiary treatment device for waste water

Country Status (1)

Country Link
JP (1) JPH10314778A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6776903B2 (en) 2001-01-31 2004-08-17 Sharp Kabushiki Kaisha System for waste water treatment capable of saving energy and reducing suspended solids

Cited By (1)

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US6776903B2 (en) 2001-01-31 2004-08-17 Sharp Kabushiki Kaisha System for waste water treatment capable of saving energy and reducing suspended solids

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