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JP3552773B2 - How to purify closed water - Google Patents

How to purify closed water Download PDF

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Publication number
JP3552773B2
JP3552773B2 JP00354395A JP354395A JP3552773B2 JP 3552773 B2 JP3552773 B2 JP 3552773B2 JP 00354395 A JP00354395 A JP 00354395A JP 354395 A JP354395 A JP 354395A JP 3552773 B2 JP3552773 B2 JP 3552773B2
Authority
JP
Japan
Prior art keywords
water
fluidized bed
antibacterial
loaded
closed water
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
JP00354395A
Other languages
Japanese (ja)
Other versions
JPH08192189A (en
Inventor
輝明 山崎
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.)
Mitsubishi Plastics Inc
Original Assignee
Mitsubishi Plastics Inc
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 Mitsubishi Plastics Inc filed Critical Mitsubishi Plastics Inc
Priority to JP00354395A priority Critical patent/JP3552773B2/en
Publication of JPH08192189A publication Critical patent/JPH08192189A/en
Application granted granted Critical
Publication of JP3552773B2 publication Critical patent/JP3552773B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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    • 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

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  • Biological Treatment Of Waste Water (AREA)

Description

【0001】
【産業上の利用分野】
本発明は閉鎖水域の浄化方法に係り、特に、富栄養化した閉鎖水域の池・湖沼水を、接触酸化装置と抗菌材流動床との組合せ装置により浄化処理する閉鎖水域の浄化方法に関する。
【0002】
【従来技術とその課題】
従来、池・湖沼など閉鎖水域の浄化方法としては、オゾン酸化法、紫外線殺菌法、機械的濾過法及び凝集剤添加法等があるが、上記オゾン酸化法及び紫外線殺菌法は、建設設備費並びに維持管理費が高価となり、また、上記機械的濾過法は、建設設備費が高いことと、装置の目詰りを洗浄した際に発生する逆洗水の措置の問題があり、また、更に上記凝集剤添加法は、多量の汚泥が発生することや薬剤費用が嵩むこと、及び動植物に悪影響を与える等の問題がある。
【0003】
【課題を解決するための手段】
本発明は上記課題を解決するためのものであり、その要旨は、B0D、SS、藻類等を含む閉鎖水域の原水を、接触酸化装置を前段に、抗菌材を装填した流動床を後段にして組合わせた浄化システムで浄化する方法であって、接触酸化装置に導入した原水を自然流下させて該装置内に装填した充填材上の生物膜によりB0D、SS、藻類等を除去し、次いでこの一次処理水を流動床に導入して該流動床に装填したゼオライトにAgイオンやCuイオン等を担持させた無機系抗菌剤からなる抗菌材と流動接触させて抗菌処理することを特徴とする閉鎖水域の浄化方法。
【0004】
本発明は接触酸化装置と抗菌剤流動床とを組合わせた浄化処理システムであって、上記接触酸化装置においては、充填材を組込んだ迂流水路に浄化対象の池・湖沼水等の原水を導入し、この導入水を充填材上に付着形成される生物膜(バクテリヤ、原生動物、後生動物等からなる膜)と接触させて、水中のBOD(酸化分解を受ける有機物質量)源、有機質SS(浮遊物質)、濁度成分(植物性プランクトン等)及び藻類等を生物化学的に浄化処理するものである。
【0005】
上記一次処理水を、引続き上記抗菌材を装填した流動床に導入して抗菌材と流動接触させるものであるが、この流動床においては、前段の接触酸化工程で吸着、分離されなかった微細な藻類が、抗菌材中の抗菌剤と接触して活性を失ない増殖が阻止され、そしてこの最終処理水が微生物の増殖能を持たない処理水として元の水系に戻されるものである。
【0006】
【実施例】
以下、本発明を図面に基づき具体的に説明する。 図1は本発明の一実施例を一部省略斜視図で示す。
図1に斜視図で示す如く、本発明において前段の接触酸化工程で用いられる接触酸化装置1は、槽11内を仕切板13により仕切って迂流路12を形成し、該迂流路12内に充填材14を装填してある。 この充填材14は、波板平行板型、紐状、砕石状、円筒状、網状など何れの形態であってもよい。
この接触酸化装置1に、閉鎖水域(図示してない)より矢印方向から原水Aを導入し、該導入原水Aを接触酸化装置1の迂流路12に装填した充填材14上の生物膜に接触せしめつつ、水位差により矢印方向に自然流下させ、その間に原水A中のBOD、SS、藻類等が除去されて一次処理水Bとなる。
【0007】
次いで、上記前段の接触酸化工程で処理した一次処理水Bを、後段の抗菌材21を装填した流動床2に導入し、抗菌材21と流動接触させて抗菌処理する。
この抗菌材21は、ゼオライトにAgイオンやCuイオン等を担持させた無機系抗菌剤を配合したものであって、0.5〜10mmφ程度の球状のものや、0.5〜10mmφ、長さ1〜10mm程度の円柱状のもの等が好適に使用される。
上記抗菌材21により処理された二次処理水、即ち浄化水Cは元の閉鎖水域へ戻され、連続的に上記接触酸化処理と抗菌処理を繰返して閉鎖水域の浄化を行なうことができる。
【0008】
【発明の効果】
本発明は上記構成よりなるので下記効果を奏する。
即ち、本発明によれば、前段の接触酸化装置によりBOD源や藻類を除去、分離し、後段の流動床内の抗菌材の抗菌作用により微生物の増殖能を持たない処理水となるので、閉鎖水域の微生物等の増殖が抑制され、水の汚濁が防止されて長期に亘り水が浄化されると共に、本発明は基本的には自然流下方式であるので、大掛りな機械設備は不要であり、建設費、維持管理費共に安い浄化方法である。
【図面の簡単な説明】
【図1】本発明の一実施例を一部省略斜視図で示す。
【符号の説明】
1 接触酸化装置
11 槽
12 迂流路
13 仕切板
14 充填材
2 流動床
21 抗菌材
A 原水
B 一次処理水
C 二次処理水(浄化水)
[0001]
[Industrial applications]
The present invention relates to a method for purifying a closed water area, and more particularly to a method for purifying a closed water area in which eutrophic ponds / lake water in a closed water area is purified by a combined apparatus of a catalytic oxidation device and an antibacterial fluidized bed.
[0002]
[Prior art and its problems]
Conventionally, methods of purifying closed water areas such as ponds and lakes include ozone oxidation, ultraviolet sterilization, mechanical filtration, and a coagulant addition method. The maintenance cost is expensive, and the mechanical filtration method has problems of high construction equipment cost and measures for backwash water generated when the clogging of the device is cleaned. The agent addition method has problems such as generation of a large amount of sludge, an increase in drug cost, and adverse effects on animals and plants.
[0003]
[Means for Solving the Problems]
The present invention is to solve the above problems, the gist of which is that BOD, SS, raw water of a closed water area containing algae, etc., a catalytic oxidizer in a preceding stage, a fluidized bed loaded with an antibacterial material in a subsequent stage. a method for purifying at any combination of the purification system, the catalytic oxidation device is gravity flow of the raw water introduced into and B0D by biofilm on filler loaded in the apparatus, SS, to remove algae, then this Closing characterized by introducing primary treatment water into a fluidized bed and bringing the zeolite charged in the fluidized bed into fluid contact with an antibacterial material comprising an inorganic antibacterial agent carrying Ag ions, Cu ions, etc., and performing an antibacterial treatment. Water purification method.
[0004]
The present invention is a purification treatment system in which a catalytic oxidation device and an antimicrobial agent fluidized bed are combined. In the catalytic oxidation device, raw water such as a pond or lake water to be purified is placed in a bypass channel incorporating a filler. And contacting the introduced water with a biofilm (a film composed of bacteria, protozoa, metazoans, etc.) formed on the filler, and a source of BOD (amount of organic substances subject to oxidative decomposition) in the water, This is a biochemical purification treatment of SS (suspended matter), turbidity components (phytoplankton, etc.), algae, and the like.
[0005]
The primary treated water is subsequently introduced into a fluidized bed loaded with the antibacterial material and brought into fluid contact with the antibacterial material. In this fluidized bed, fine particles not adsorbed and separated in the preceding contact oxidation step are used. The algae are prevented from growing without losing activity upon contact with the antibacterial agent in the antibacterial material, and the final treated water is returned to the original water system as treated water having no ability to grow microorganisms.
[0006]
【Example】
Hereinafter, the present invention will be specifically described with reference to the drawings. FIG. 1 is a partially omitted perspective view showing an embodiment of the present invention.
As shown in a perspective view in FIG. 1, the catalytic oxidizing apparatus 1 used in the preceding catalytic oxidation step in the present invention forms a detour channel 12 by partitioning the inside of a tank 11 by a partition plate 13, Is filled with a filler 14. The filler 14 may be in any form such as a corrugated parallel plate type, a string shape, a crushed stone shape, a cylindrical shape, and a net shape.
Raw water A is introduced into the catalytic oxidizer 1 from the closed water area (not shown) in the direction of the arrow, and the introduced raw water A is applied to the biofilm on the filler 14 loaded in the bypass channel 12 of the catalytic oxidizer 1. While being in contact with each other, the water naturally flows down in the direction of the arrow due to the difference in water level. During this time, the BOD, SS, algae, and the like in the raw water A are removed to become the primary treated water B.
[0007]
Next, the primary treatment water B treated in the contact oxidation step in the preceding stage is introduced into the fluidized bed 2 loaded with the antibacterial material 21 in the subsequent stage, and is brought into fluid contact with the antibacterial material 21 to perform antibacterial treatment.
This antibacterial material 21 is a mixture of zeolite and an inorganic antibacterial agent carrying Ag ions, Cu ions, or the like, and has a spherical shape of about 0.5 to 10 mmφ, a length of 0.5 to 10 mmφ, and a length of 0.5 to 10 mmφ. A columnar shape of about 1 to 10 mm is preferably used.
The secondary treated water treated by the antibacterial material 21, ie, the purified water C, is returned to the original closed water area, and the closed water area can be purified by continuously repeating the contact oxidation treatment and the antibacterial treatment.
[0008]
【The invention's effect】
Since the present invention has the above configuration, the following effects can be obtained.
That is, according to the present invention, the BOD source and algae are removed and separated by the contact oxidizer at the former stage, and the treated water having no microbial growth ability is formed by the antibacterial action of the antibacterial material in the fluidized bed at the latter stage. The growth of microorganisms and the like in the water area is suppressed, the water is prevented from being polluted, and the water is purified for a long time. Since the present invention is basically a natural flow method, no large-scale mechanical equipment is required. It is a purification method that is low in construction cost and maintenance cost.
[Brief description of the drawings]
FIG. 1 is a partially omitted perspective view showing an embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Contact oxidation apparatus 11 Tank 12 Detour channel 13 Divider 14 Filler 2 Fluidized bed 21 Antibacterial material A Raw water B Primary treated water C Secondary treated water (purified water)

Claims (1)

B0D、SS、藻類等を含む閉鎖水域の原水を、接触酸化装置を前段に、抗菌材を装填した流動床を後段にして組合わせた浄化システムで浄化する方法であって、接触酸化装置に導入した原水を自然流下させて該装置内に装填した充填材上の生物膜によりB0D、SS、藻類等を除去し、次いでこの一次処理水を流動床に導入して該流動床に装填したゼオライトにAgイオンやCuイオン等を担持させた無機系抗菌剤からなる抗菌材と流動接触させて抗菌処理することを特徴とする閉鎖水域の浄化方法。A method for purifying raw water in a closed water area including B0D, SS, algae, etc. by a purification system in which a catalytic oxidizer is provided in a preceding stage and a fluidized bed loaded with an antibacterial material is provided in a subsequent stage, and is introduced into the catalytic oxidizing device. B0D by the raw water by gravity flow biofilm on filler loaded in the apparatus, SS, to remove algae and then the zeolite was loaded into the fluidized bed by introducing the primary treated water into the fluidized bed A method for purifying a closed water area, comprising subjecting an antibacterial material composed of an inorganic antibacterial agent carrying Ag ions, Cu ions, or the like to flow contact and carrying out antibacterial treatment.
JP00354395A 1995-01-12 1995-01-12 How to purify closed water Expired - Fee Related JP3552773B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP00354395A JP3552773B2 (en) 1995-01-12 1995-01-12 How to purify closed water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP00354395A JP3552773B2 (en) 1995-01-12 1995-01-12 How to purify closed water

Publications (2)

Publication Number Publication Date
JPH08192189A JPH08192189A (en) 1996-07-30
JP3552773B2 true JP3552773B2 (en) 2004-08-11

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1331776C (en) * 2002-09-09 2007-08-15 同济大学 Original water biologic pretreatment method using suspended padding and apparatus therefor
JP2009022864A (en) * 2007-07-19 2009-02-05 Iib:Kk Waste water treatment apparatus and waste water treatment method

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