JP2003012410A - Antiseptic solution for waste water and method and apparatus for disinfecting waste water by using the same - Google Patents
Antiseptic solution for waste water and method and apparatus for disinfecting waste water by using the sameInfo
- Publication number
- JP2003012410A JP2003012410A JP2001205974A JP2001205974A JP2003012410A JP 2003012410 A JP2003012410 A JP 2003012410A JP 2001205974 A JP2001205974 A JP 2001205974A JP 2001205974 A JP2001205974 A JP 2001205974A JP 2003012410 A JP2003012410 A JP 2003012410A
- Authority
- JP
- Japan
- Prior art keywords
- sewage
- disinfectant
- disinfecting
- glyoxime
- halogenated
- 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
- 230000000249 desinfective effect Effects 0.000 title claims abstract description 34
- 239000002351 wastewater Substances 0.000 title claims abstract description 29
- 238000000034 method Methods 0.000 title abstract description 8
- 230000002421 anti-septic effect Effects 0.000 title description 3
- 239000000645 desinfectant Substances 0.000 claims abstract description 46
- LJHFIVQEAFAURQ-ZPUQHVIOSA-N (NE)-N-[(2E)-2-hydroxyiminoethylidene]hydroxylamine Chemical class O\N=C\C=N\O LJHFIVQEAFAURQ-ZPUQHVIOSA-N 0.000 claims abstract description 34
- 150000001875 compounds Chemical class 0.000 claims abstract description 23
- GDTBXPJZTBHREO-UHFFFAOYSA-N bromine Substances BrBr GDTBXPJZTBHREO-UHFFFAOYSA-N 0.000 claims abstract description 13
- 229910052794 bromium Inorganic materials 0.000 claims abstract description 13
- WKBOTKDWSSQWDR-UHFFFAOYSA-N Bromine atom Chemical compound [Br] WKBOTKDWSSQWDR-UHFFFAOYSA-N 0.000 claims abstract description 7
- 238000002156 mixing Methods 0.000 claims description 13
- -1 bromine compound Chemical class 0.000 claims description 11
- JGJLWPGRMCADHB-UHFFFAOYSA-N hypobromite Chemical compound Br[O-] JGJLWPGRMCADHB-UHFFFAOYSA-N 0.000 claims description 4
- YRIZYWQGELRKNT-UHFFFAOYSA-N 1,3,5-trichloro-1,3,5-triazinane-2,4,6-trione Chemical compound ClN1C(=O)N(Cl)C(=O)N(Cl)C1=O YRIZYWQGELRKNT-UHFFFAOYSA-N 0.000 claims description 2
- HHBCEKAWSILOOP-UHFFFAOYSA-N 1,3-dibromo-1,3,5-triazinane-2,4,6-trione Chemical compound BrN1C(=O)NC(=O)N(Br)C1=O HHBCEKAWSILOOP-UHFFFAOYSA-N 0.000 claims description 2
- HTNYYTAUFFTKBH-UHFFFAOYSA-N 1,3-dibromo-5-chloro-1,3,5-triazinane-2,4,6-trione Chemical compound ClN1C(=O)N(Br)C(=O)N(Br)C1=O HTNYYTAUFFTKBH-UHFFFAOYSA-N 0.000 claims description 2
- OKNPHOXYVYNIDL-UHFFFAOYSA-N 1-bromo-3-chloro-1,3,5-triazinane-2,4,6-trione Chemical compound ClN1C(=O)NC(=O)N(Br)C1=O OKNPHOXYVYNIDL-UHFFFAOYSA-N 0.000 claims description 2
- PIEXCQIOSMOEOU-UHFFFAOYSA-N 1-bromo-3-chloro-5,5-dimethylimidazolidine-2,4-dione Chemical compound CC1(C)N(Br)C(=O)N(Cl)C1=O PIEXCQIOSMOEOU-UHFFFAOYSA-N 0.000 claims description 2
- WGHAPLWNJPAJDE-UHFFFAOYSA-N 2-(2-bromoacetyl)oxyethyl 2-bromoacetate Chemical compound BrCC(=O)OCCOC(=O)CBr WGHAPLWNJPAJDE-UHFFFAOYSA-N 0.000 claims description 2
- WAONAUAMIAAYMS-UHFFFAOYSA-N 4-(2-bromoacetyl)oxybut-3-enyl 2-bromoacetate Chemical compound BrCC(=O)OCCC=COC(=O)CBr WAONAUAMIAAYMS-UHFFFAOYSA-N 0.000 claims description 2
- VRLDVERQJMEPIF-UHFFFAOYSA-N dbdmh Chemical compound CC1(C)N(Br)C(=O)N(Br)C1=O VRLDVERQJMEPIF-UHFFFAOYSA-N 0.000 claims description 2
- CEJLBZWIKQJOAT-UHFFFAOYSA-N dichloroisocyanuric acid Chemical compound ClN1C(=O)NC(=O)N(Cl)C1=O CEJLBZWIKQJOAT-UHFFFAOYSA-N 0.000 claims description 2
- 229950009390 symclosene Drugs 0.000 claims description 2
- ZKWDCFPLNQTHSH-UHFFFAOYSA-N tribromoisocyanuric acid Chemical compound BrN1C(=O)N(Br)C(=O)N(Br)C1=O ZKWDCFPLNQTHSH-UHFFFAOYSA-N 0.000 claims description 2
- ZFSLODLOARCGLH-UHFFFAOYSA-N isocyanuric acid Chemical compound OC1=NC(O)=NC(O)=N1 ZFSLODLOARCGLH-UHFFFAOYSA-N 0.000 claims 2
- 239000010865 sewage Substances 0.000 abstract description 87
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 35
- 241000894006 Bacteria Species 0.000 abstract description 27
- 238000005086 pumping Methods 0.000 abstract description 2
- 241000588724 Escherichia coli Species 0.000 abstract 1
- 239000003643 water by type Substances 0.000 abstract 1
- 238000004659 sterilization and disinfection Methods 0.000 description 26
- 239000000460 chlorine Substances 0.000 description 16
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 15
- 229910052801 chlorine Inorganic materials 0.000 description 15
- WQYVRQLZKVEZGA-UHFFFAOYSA-N hypochlorite Chemical compound Cl[O-] WQYVRQLZKVEZGA-UHFFFAOYSA-N 0.000 description 10
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 8
- 239000000243 solution Substances 0.000 description 8
- 238000003860 storage Methods 0.000 description 8
- QDHHCQZDFGDHMP-UHFFFAOYSA-N Chloramine Chemical compound ClN QDHHCQZDFGDHMP-UHFFFAOYSA-N 0.000 description 7
- KTQVJAPIQPIIPF-IOBHVTPZSA-N (1Z,2Z)-N,N'-dihydroxyethanediimidoyl dichloride Chemical compound O\N=C(/Cl)\C(\Cl)=N\O KTQVJAPIQPIIPF-IOBHVTPZSA-N 0.000 description 6
- 239000003795 chemical substances by application Substances 0.000 description 6
- SUKJFIGYRHOWBL-UHFFFAOYSA-N sodium hypochlorite Chemical compound [Na+].Cl[O-] SUKJFIGYRHOWBL-UHFFFAOYSA-N 0.000 description 6
- 239000005708 Sodium hypochlorite Substances 0.000 description 5
- 238000003911 water pollution Methods 0.000 description 5
- 239000007788 liquid Substances 0.000 description 4
- 230000002411 adverse Effects 0.000 description 3
- 238000004090 dissolution Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 2
- 239000000356 contaminant Substances 0.000 description 2
- 150000007973 cyanuric acids Chemical class 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000003921 oil Substances 0.000 description 2
- 150000005526 organic bromine compounds Chemical class 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- CUWFSAMRNGWQGN-UHFFFAOYSA-N 1-bromo-3,5-dichloro-1,3,5-triazinane-2,4,6-trione Chemical compound ClN1C(=O)N(Cl)C(=O)N(Br)C1=O CUWFSAMRNGWQGN-UHFFFAOYSA-N 0.000 description 1
- UUIVKBHZENILKB-UHFFFAOYSA-N 2,2-dibromo-2-cyanoacetamide Chemical compound NC(=O)C(Br)(Br)C#N UUIVKBHZENILKB-UHFFFAOYSA-N 0.000 description 1
- SBASXUCJHJRPEV-UHFFFAOYSA-N 2-(2-methoxyethoxy)ethanol Chemical compound COCCOCCO SBASXUCJHJRPEV-UHFFFAOYSA-N 0.000 description 1
- QGSRKGWCQSATCL-UHFFFAOYSA-N 4,5-dichloro-3h-1,3-dithiol-2-one Chemical compound ClC=1SSC(=O)C=1Cl QGSRKGWCQSATCL-UHFFFAOYSA-N 0.000 description 1
- 241000251468 Actinopterygii Species 0.000 description 1
- ZKQDCIXGCQPQNV-UHFFFAOYSA-N Calcium hypochlorite Chemical compound [Ca+2].Cl[O-].Cl[O-] ZKQDCIXGCQPQNV-UHFFFAOYSA-N 0.000 description 1
- VHGKGNZGOBCHDC-UHFFFAOYSA-N ClC(C(=NO)Br)=NO Chemical compound ClC(C(=NO)Br)=NO VHGKGNZGOBCHDC-UHFFFAOYSA-N 0.000 description 1
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 1
- JJLOZECSMVHQME-UHFFFAOYSA-N N,N'-dihydroxyethanediimidoyl dibromide Chemical compound ON=C(Br)C(Br)=NO JJLOZECSMVHQME-UHFFFAOYSA-N 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 239000004480 active ingredient Substances 0.000 description 1
- 230000000844 anti-bacterial effect Effects 0.000 description 1
- 230000003373 anti-fouling effect Effects 0.000 description 1
- 230000001580 bacterial effect Effects 0.000 description 1
- 239000003899 bactericide agent Substances 0.000 description 1
- 239000000022 bacteriostatic agent Substances 0.000 description 1
- 230000003385 bacteriostatic effect Effects 0.000 description 1
- QXIKMJLSPJFYOI-UHFFFAOYSA-L calcium;dichlorite Chemical compound [Ca+2].[O-]Cl=O.[O-]Cl=O QXIKMJLSPJFYOI-UHFFFAOYSA-L 0.000 description 1
- 230000000711 cancerogenic effect Effects 0.000 description 1
- 231100000315 carcinogenic Toxicity 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000000498 cooling water Substances 0.000 description 1
- DGJMPUGMZIKDRO-UHFFFAOYSA-N cyanoacetamide Chemical compound NC(=O)CC#N DGJMPUGMZIKDRO-UHFFFAOYSA-N 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000000295 fuel oil Substances 0.000 description 1
- 239000000417 fungicide Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 230000000977 initiatory effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 210000002429 large intestine Anatomy 0.000 description 1
- 239000004816 latex Substances 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 239000002075 main ingredient Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005555 metalworking Methods 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 239000011259 mixed solution Substances 0.000 description 1
- 231100000956 nontoxicity Toxicity 0.000 description 1
- 229940049964 oleate Drugs 0.000 description 1
- 150000004045 organic chlorine compounds Chemical class 0.000 description 1
- 150000002898 organic sulfur compounds Chemical class 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000002688 persistence Effects 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- 229910052708 sodium Inorganic materials 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 231100000419 toxicity Toxicity 0.000 description 1
- 230000001988 toxicity Effects 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Landscapes
- Agricultural Chemicals And Associated Chemicals (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、排水処理、特に下
水処理の分野に関し、より具体的には、下水処理場、ポ
ンプ所、雨水吐き口から公共用水域に放流される下水の
消毒に用いることのできる消毒剤及びそれを用いた下水
の消毒方法に関するものである。TECHNICAL FIELD The present invention relates to the field of wastewater treatment, particularly sewage treatment, and more specifically, it is used for disinfection of sewage discharged from a sewage treatment plant, a pump station, a rainwater outlet into a public water area. The present invention relates to a disinfectant that can be used and a method for disinfecting sewage using the disinfectant.
【0002】[0002]
【従来の技術】下水処理場は、家庭や工場から排出され
る汚水等を無害化して公共用水域に放流するための施設
であるが、設計値を上回る降雨があった場合には、中継
基地であるポンプ所や雨水吐き口から、雨水の交ざった
汚水(以下、雨天時下水という)が、数十秒から数分
で、無処理のままで公共用水域に放流される。この場
合、粗大浮遊物やSS(suspended substance:浮遊物
質)がそのまま公共用水域に放流されるために、美観上
問題となることが多い。下水処理場においても、流入下
水が処理能力を大幅に上回る場合には、一部の雨天時下
水を無処理で放流する場合がある。この場合、細菌の消
毒が実施されないため、水質汚濁防止法に定める放流規
制値(3000CFU/mL以下)を大幅に上回る大腸菌群が
検出される場合がある。これらは、特に合流式下水道に
みられる現象であるが、分流式下水道においても、土壌
性大腸菌群や粗大浮遊物が流入するため、それらが越流
して公共水域に放流された場合には、合流式下水道と同
様の問題が生じていた。2. Description of the Related Art A sewage treatment plant is a facility for detoxifying sewage discharged from homes and factories and discharging it into public water areas. The sewage mixed with rainwater (hereinafter referred to as sewage in rainy weather) is discharged from the pump station and rainwater spout to the public water area in a few tens of seconds to a few minutes without treatment. In this case, coarse suspended matter and SS (suspended substance: suspended matter) are discharged to public water bodies as they are, which often causes an aesthetic problem. Even at sewage treatment plants, if the inflowing sewage significantly exceeds the treatment capacity, some of the sewage in rainy weather may be discharged without treatment. In this case, since disinfection of bacteria is not carried out, coliform bacteria may be detected that greatly exceed the emission control value (3000 CFU / mL or less) specified by the Water Pollution Control Law. These are the phenomena especially seen in the combined sewer system, but even in the divided sewer system, soil coliform bacteria and coarse suspended solids flow into the sewer system. The same problem as the sewer system occurred.
【0003】下水処理場での消毒は、「下水道施設計画
・設計指針と解説」(日本下水道協会発行、建設省都市
局下水道部監修、1994年10月)によれば、次亜塩
素酸ナトリウム、液化塩素、塩素化イソシアヌル酸、次
亜塩素酸カルシウムなどの塩素剤を用い、それらを混和
池で、15分以上、下水と接触させることによって大腸
菌群を消毒する方法が示されている。また、「下水道施
設計画・設計指針と解説」には、オゾンや紫外線による
消毒についても記載されている。更に、数万m 3の貯留
池を設けて雨天時下水を一時貯留し、貯留量以上の降雨
量によって越流が起こった場合には、上記の塩素剤を用
いて消毒を行う方法も提案されている。For disinfection at a sewage treatment plant, see "Sewerage Facility Planning".
・ Design guidelines and explanations ”(Published by Japan Sewer Association, Ministry of Construction
According to the Bureau of Sewerage, October 1994), hypochlorite
Sodium oleate, liquefied chlorine, chlorinated isocyanuric acid, next
Mix them using a chlorine agent such as calcium chlorite
Large intestine by contact with sewage in the pond for more than 15 minutes
A method of disinfecting a bacterial group is shown. In addition, "sewer
Design drawings, design guidelines and explanations "are based on ozone and ultraviolet rays.
Disinfection is also described. Furthermore, tens of thousands of meters 3Storage of
A pond is provided to temporarily store sewage in case of rain, and rainfall exceeding the storage amount
If overflow occurs depending on the amount, use the above chlorine agent.
A method of disinfecting is also proposed.
【0004】[0004]
【発明が解決しようとする課題】上記に示した、次亜塩
素酸ナトリウム、液化塩素、塩素化イソシアヌル酸、次
亜塩素酸カルシウムなどの塩素剤は、これらを混和池等
で下水と十分に(例えば15分以上)接触させることが
できる場合には大腸菌群を消毒するのに有効である。し
かしながら、雨天時下水のように、降雨強度が大きくて
短時間で公共用水域に放流される場合には、塩素剤と下
水との接触時間が十分にとれないため、水質汚濁防止法
で定める放流水中の大腸菌群数基準値以下にすることが
できない。また、雨天時下水は、アンモニア性窒素含有
量が大きいため、投入された塩素剤は、容易にアンモニ
ア性窒素と反応して、消毒効果が低く残留性の高いクロ
ラミンを形成する。このため、大腸菌群の消毒が十分に
行われないばかりでなく、形成されたクロラミンが、公
共用水域に結合残留塩素として長時間残存して環境に悪
影響を与えるため、雨天時下水の消毒剤として用いるに
は好ましくない。The above-mentioned chlorine agents such as sodium hypochlorite, liquefied chlorine, chlorinated isocyanuric acid and calcium hypochlorite are sufficiently mixed with sewage in a mixing pond or the like ( It is effective for disinfecting coliform bacteria if they can be contacted (for example, 15 minutes or more). However, when the rainfall intensity is large and it is discharged to public water areas in a short time like rainwater sewage, the contact time between the chlorine agent and the sewage cannot be taken sufficiently, so the discharge specified by the Water Pollution Control Act is not possible. It cannot be less than the standard value of coliforms in water. In addition, since the sewage in rainy weather has a large content of ammonia nitrogen, the added chlorine agent easily reacts with ammonia nitrogen to form chloramine having a low disinfection effect and high persistence. For this reason, not only is disinfection of coliform bacteria not sufficiently performed, but the chloramine formed remains as bound residual chlorine in public water bodies for a long time and adversely affects the environment. Not preferred to use.
【0005】上述の「下水道施設計画・設計指針と解
説」には、オゾンや紫外線による消毒についても記載さ
れている。オゾンを用いる場合、予想される最大越流水
量に対して消毒可能なオゾン量を供給する設備を設置す
る必要がある。雨天時下水の越流は、通常1年について
20〜50回の頻度であり、それ以外は通常の処理が可
能な状態である。しかしながら、時間当たり数万m3の
雨天時下水を、水質汚濁防止法で規定された基準値まで
消毒するためには、巨大なオゾン注入設備を設ける必要
があり、費用対効果を考慮した場合、賢明な方法とはい
えない。また、オゾン注入後は気相中のオゾンを中和す
る必要があるが、暗渠が多い下水への適用は困難であ
り、廃オゾン処理装置の設置に伴う設備費用の上昇が懸
念される。The above-mentioned "Sewerage Facility Planning / Design Guideline and Explanation" also describes disinfection with ozone or ultraviolet rays. When using ozone, it is necessary to install equipment that supplies the amount of ozone that can be disinfected to the maximum expected amount of overflow water. Overflow of sewage during rainy weather is usually 20 to 50 times a year, and otherwise normal treatment is possible. However, in order to disinfect sewage in rainy weather of tens of thousands of m 3 per hour to the standard value stipulated by the Water Pollution Control Law, it is necessary to install a huge ozone injection facility, and when considering cost effectiveness, Not a wise way. Further, after ozone injection, it is necessary to neutralize ozone in the gas phase, but it is difficult to apply it to sewage with many underdrains, and there is a concern that equipment costs will increase due to installation of a waste ozone treatment device.
【0006】また、数万m3の貯留池を設けて雨天時下
水を一時貯留し、貯留量以上の降雨量によって越流が起
こった場合に、上記の塩素系消毒剤を用いて消毒を行う
方法も提案されている。しかしながら、既存の下水処理
場内には新たな貯留池を設ける場所がないことが多く、
現実的でない。また、塩素剤を用いて消毒を行う場合に
は、上記の同様の環境中への残留塩素の排出等が重大な
問題として残るため、好ましくない。[0006] In addition, a basin of tens of thousands of m 3 is provided to temporarily store sewage in the case of rain, and when overflow occurs due to the amount of rainfall exceeding the amount stored, disinfection is performed using the above chlorine-based disinfectant. Methods have also been proposed. However, there are often no places to install new reservoirs in existing sewage treatment plants,
Not realistic. Further, when disinfection is carried out using a chlorine agent, the discharge of residual chlorine into the same environment as described above remains a serious problem, which is not preferable.
【0007】[0007]
【課題を解決するための手段】本発明は、上記のような
課題を解消し、下水処理場、ポンプ所、雨水吐き口から
公共用水域に放流される大腸菌群等の細菌を含む未処理
の雨天時下水を効率的且つ安価に消毒することのできる
新規な消毒剤を提供することを目的とする。Means for Solving the Problems The present invention solves the above-mentioned problems and provides an untreated untreated material containing bacteria such as coliform bacteria discharged from a sewage treatment plant, a pump station, a rainwater outlet to a public water area. It is an object of the present invention to provide a new disinfectant capable of disinfecting sewage in rainy weather efficiently and inexpensively.
【0008】本発明は、上記課題を解決するための手段
として、ハロゲン化グリオキシムを含むことを特徴とす
る排水用消毒剤を提供する。更に、本発明は、かかる消
毒液を用いて排水を消毒する方法にも関する。As a means for solving the above problems, the present invention provides a drainage disinfectant containing a halogenated glyoxime. Furthermore, the present invention also relates to a method of disinfecting wastewater using such a disinfectant solution.
【0009】[0009]
【発明の実施の形態】以下、本発明の各種形態について
説明する。本発明に係る消毒剤は、ハロゲン化グリオキ
シムを含むことを特徴とする。ハロゲン化グリオキシム
は、数十秒から数分で大腸菌群等の細菌を消毒すること
ができるという特徴を有する。また、ハロゲン化グリオ
キシムは、数分程度の短時間で、毒性の殆どないオキサ
ヒドロキサム酸になるため、公共用水域に放流される排
水、特に雨天時下水用の消毒剤として適している。更
に、従来排水用の消毒剤として汎用されている次亜塩素
酸ナトリウムと比べて、クロラミン生成による消毒効果
の低下という問題もなく、残留塩素の問題も生じない。
次亜塩素酸塩を消毒剤として使用する場合には、上述し
たように、混和池で15分以上、下水と接触させる必要
があるが、これは、次亜塩素酸塩がクロラミンを生成し
て消毒活性が低下するためである。これに対して、本発
明においてはハロゲン化グリオキシムを消毒剤として用
いるので、クロラミンを生成せず、活性成分が失われな
いため、短時間で細菌を消毒することができるばかりで
なく、クロラミン等の残留塩素が公共用水域に放流され
ることを防止することもできる。また、次亜塩素酸塩
は、下水中の有機物と反応して発癌性のあるトリハロメ
タンを生成するが、ハロゲン化グリオキシムはトリハロ
メタンを生成しないという特徴も有している。本発明に
おいて用いることのできるハロゲン化グリオキシムとし
ては、ジクロログリオキシム、ジブロモグリオキシム、
ブロモクロログリオキシムなどを挙げることができる。DETAILED DESCRIPTION OF THE INVENTION Various embodiments of the present invention will be described below. The disinfectant according to the present invention is characterized by containing a halogenated glyoxime. Halogenated glyoximes are characterized by being able to disinfect bacteria such as coliform bacteria in a few tens of seconds to a few minutes. In addition, since halogenated glyoxime becomes oxahydroxamic acid, which has almost no toxicity in a short time of about several minutes, it is suitable as a disinfectant for wastewater discharged into public water bodies, particularly for sewage in rainy weather. Further, as compared with sodium hypochlorite which has been generally used as a disinfectant for drainage, there is no problem that the disinfection effect is lowered due to chloramine production, and no problem of residual chlorine occurs.
When using hypochlorite as a disinfectant, it is necessary to bring it into contact with sewage in a mixing pond for 15 minutes or more, as described above, because hypochlorite produces chloramine. This is because the disinfection activity is reduced. On the other hand, in the present invention, since the halogenated glyoxime is used as a disinfectant, it does not produce chloramine and does not lose the active ingredient, so that not only can bacteria be disinfected in a short time, but chloramine and the like It is also possible to prevent residual chlorine from being released into public water bodies. Further, hypochlorite has a feature that it reacts with organic substances in sewage to produce carcinogenic trihalomethane, but halogenated glyoxime does not produce trihalomethane. Examples of halogenated glyoximes that can be used in the present invention include dichloroglyoxime, dibromoglyoxime,
Examples thereof include bromochloroglyoxime.
【0010】従来技術においては、紙・パルプ工業にお
ける抄紙工程水、各種工業用の冷却水や洗浄水、重油ス
ラッジ、金属加工油剤、繊維油剤、ペイント、防汚塗
料、紙用塗工液、ラテックス、澱粉等の工業用途におけ
る防腐或いは殺菌・静菌剤として、特定の有機硫黄化合
物、有機臭素系化合物及びオキシム系化合物を必須成分
とする組成物を用いることが提案されているが、ここで
提案されている殺菌剤は上記のような工業用途に用いら
れるもので、本発明の対象である、排水、特に雨天時下
水の消毒とは全く適用分野が異なるものである。また、
提案されている殺菌剤においては、有機臭素系化合物及
びオキシム系化合物だけでなく、4,5−ジクロロ−
1,2−ジチオール−3−オンを必須の成分としてい
る。本発明は、この有機塩素系化合物を必須とせずに、
ハロゲン化グリオキシムを用いて、排水、特に雨天時下
水用の消毒に効果的な消毒剤が得られることを見出した
ものである。In the prior art, papermaking process water in the paper and pulp industry, cooling water and washing water for various industries, heavy oil sludge, metalworking oil, fiber oil, paint, antifouling paint, paper coating liquid, latex. It has been proposed to use a composition containing a specific organic sulfur compound, an organic bromine compound and an oxime compound as an essential ingredient as an antiseptic or bacteriostatic / bacteriostatic agent in industrial applications such as starch. The bactericides used are used for the industrial purposes as described above, and their application fields are completely different from the disinfection of drainage, especially sewage in rainy weather, which is the object of the present invention. Also,
In the proposed fungicides, not only organic bromine compounds and oxime compounds but also 4,5-dichloro-
1,2-Dithiol-3-one is an essential component. The present invention does not require this organochlorine compound,
The inventors have found that a halogenated glyoxime can be used to obtain a disinfectant effective for disinfection of wastewater, especially sewage in rainy weather.
【0011】本発明において、ハロゲン化グリオキシム
は、ジエチレングリコールモノメチルエーテル溶液に溶
解した形態で、輸送したり、使用したりすることができ
る。この場合の溶解濃度としては、任意の濃度を選択す
ることができるが、特に1〜50wt%の範囲の濃度が好
ましい。濃度が1wt%未満であると輸送費用が高くなる
ために好ましくなく、また、50wt%を超える製品は製
造上困難であるからである。In the present invention, the halogenated glyoxime can be transported or used in the form of being dissolved in a diethylene glycol monomethyl ether solution. As the dissolution concentration in this case, any concentration can be selected, but a concentration in the range of 1 to 50 wt% is particularly preferable. This is because if the concentration is less than 1 wt%, the transportation cost becomes high, which is not preferable, and if the concentration exceeds 50 wt%, it is difficult to manufacture.
【0012】排水に対するハロゲン化グリオキシムの添
加率は、数十秒から数分で排水中の大腸菌群等の細菌が
水質汚濁防止法で定められた数値(3000CFU/mL)以
下になるように決定する。好適な添加率は、処理対象の
排水の水質、特に濁度やBODによって異なり、また、
放流若しくは越流時間によっても異なるため、明確に規
定することはできないが、ハロゲン化グリオキシム濃度
として0.5〜100mg/Lの範囲にすることが好まし
い。より好ましい添加率の範囲は1〜40mg/Lであり、
1〜20mg/Lが更に好ましい。本発明に係る消毒剤の添
加率が0.5mg/L未満であると雨天時下水の消毒効果が
殆ど期待できず、また100mg/Lを超えると、過剰のハ
ロゲン化グリオキシムが公共用水域に放流されて環境に
悪影響を与えるので、好ましくない。[0012] The addition rate of halogenated glyoxime to the wastewater is determined within several tens of seconds to several minutes so that bacteria such as coliform bacteria in the wastewater fall below the value (3000 CFU / mL) specified by the Water Pollution Control Law. . The suitable addition rate depends on the water quality of the wastewater to be treated, especially turbidity and BOD, and
Although it cannot be clearly specified because it depends on the discharge or overflow time, it is preferable that the halogenated glyoxime concentration is in the range of 0.5 to 100 mg / L. A more preferable range of the addition rate is 1 to 40 mg / L,
1 to 20 mg / L is more preferable. If the addition rate of the disinfectant according to the present invention is less than 0.5 mg / L, the disinfecting effect of rainwater sewage can hardly be expected, and if it exceeds 100 mg / L, excess halogenated glyoxime is released to public water bodies. Therefore, it is not preferable because it adversely affects the environment.
【0013】更に、本発明に係る消毒剤においては、ハ
ロゲン化グリオキシムに加えて、臭素系化合物を含ませ
ることができる。臭素系化合物を更に加えると、ハロゲ
ン化グリオキシムを単独で添加する場合に比べて、より
消毒効果を高めることができる。ハロゲン化グリオキシ
ム単独でも消毒効果はあるが、耐性菌の発生を抑え、長
期間安定して大腸菌群等の細菌を消毒するためには、臭
素系化合物を併用することが好ましい。この目的で本発
明において用いることのできる臭素系化合物としては、
2,2−ジブロモ−3−ニトリロプロピオンアミド、
1,2−ビス(ブロモアセトキシ)エタン、1,4−ビ
ス(ブロモアセトキシ)ブテン、1−ブロモ−3−クロ
ロ−5,5−ジメチルヒダントイン、1,3−ジブロモ
−5,5−ジメチルヒダントイン、トリクロロイソシア
ヌル酸、ジクロロイソシアヌル酸、トリブロモイソシア
ヌル酸、ジブロモクロロイソシアヌル酸、ブロモジクロ
ロイソシアヌル酸、ジブロモイソシアヌル酸、ブロモク
ロロイソシアヌル酸、次亜臭素酸塩などの臭素系化合物
の少なくとも一種以上を用いることができる。本発明に
係る消毒剤は、特に雨天時下水の消毒に用いる場合に
は、短時間に消毒を完了し、消毒成分が無害化された後
に放流する必要があるが、これらの臭素系化合物は、魚
毒性が小さく且つ分解速度が大きいため、環境への影響
が小さく、本発明に係る消毒剤の一成分として用いるの
に適している。本発明の好ましい態様に係る消毒剤にお
いて、ハロゲン化グリオキシムに対する臭素系化合物の
混合割合は、重量比で0.05〜5の範囲が好ましい。
臭素系化合物の比率が0.05よりも小さいと臭素系化
合物を混合して消毒効果を高める意味が小さくなり、ま
た比率が5よりも大きいと主剤であるハロゲン化グリオ
キシムの消毒効果が十分に発揮されないため、好ましく
ない。Further, the disinfectant according to the present invention may contain a bromine compound in addition to the halogenated glyoxime. When a brominated compound is further added, the disinfecting effect can be further enhanced as compared with the case where a halogenated glyoxime is added alone. Although the halogenated glyoxime alone has a disinfecting effect, it is preferable to use a brominated compound together in order to suppress the generation of resistant bacteria and stably disinfect bacteria such as coliform bacteria for a long period of time. As the bromine-based compound that can be used in the present invention for this purpose,
2,2-dibromo-3-nitrilopropionamide,
1,2-bis (bromoacetoxy) ethane, 1,4-bis (bromoacetoxy) butene, 1-bromo-3-chloro-5,5-dimethylhydantoin, 1,3-dibromo-5,5-dimethylhydantoin, It is possible to use at least one or more of brominated compounds such as trichloroisocyanuric acid, dichloroisocyanuric acid, tribromoisocyanuric acid, dibromochloroisocyanuric acid, bromodichloroisocyanuric acid, dibromoisocyanuric acid, bromochloroisocyanuric acid, and hypobromite. it can. Disinfectant according to the present invention, especially when used for disinfecting sewage in rainy weather, it is necessary to complete the disinfection in a short time and discharge after the disinfectant components are detoxified, these bromine-based compounds, Since the fish toxicity is low and the decomposition rate is high, the influence on the environment is small and it is suitable for use as one component of the disinfectant according to the present invention. In the disinfectant according to the preferred embodiment of the present invention, the mixing ratio of the brominated compound to the halogenated glyoxime is preferably in the range of 0.05 to 5 by weight.
When the ratio of brominated compounds is less than 0.05, the meaning to enhance the disinfecting effect by mixing brominated compounds is small, and when the ratio is greater than 5, the disinfecting effect of the main ingredient, halogenated glyoxime, is fully exerted. It is not preferable because it is not done.
【0014】本発明に係る消毒剤は、下水などの排水の
消毒に用いることができ、特に、雨天時下水、特にポン
プ所、雨水吐き口から排除される雨水を含む下水を消毒
処理するのに特に好適である。これらの雨天時下水は、
従来の次亜塩素酸塩による消毒では短時間消毒は不可能
であったために、現状では未処理のままで河川や海等に
放流されているが、本発明に係る消毒剤によれば、この
ような雨天時下水を短時間に消毒することができるの
で、環境問題に資すること大である。なお、ポンプ所や
雨水吐き口から排除される雨水を含む下水は、通常未処
理のままで放流されるが、本発明においては、この未処
理の雨天時下水をそのまま消毒処理することもできる
し、或いは予め夾雑物やSS、BOD等の除去などの前
処理を施してから消毒処理することもできる。雨天時下
水のSSやBOD等の除去が施されていれば、それらの
酸化にハロゲン化グリオキシムが消費されないため、ハ
ロゲン化グリオキシムの添加率が少なくできるという利
点がある。The disinfectant according to the present invention can be used for disinfecting wastewater such as sewage, and in particular, for disinfecting sewage in rainy weather, especially sewage including rainwater removed from pump stations and rainwater outlets. It is particularly suitable. These rainwater sewage,
Since disinfection with conventional hypochlorite was not possible for a short period of time, it is currently discharged untreated to rivers or the sea, but according to the disinfectant of the present invention, Such sewage in rainy weather can be disinfected in a short time, which greatly contributes to environmental problems. Incidentally, the sewage containing the rainwater that is removed from the pump station or the rainwater spout is usually discharged untreated, but in the present invention, the untreated rainwater sewage can be disinfected as it is. Alternatively, it is also possible to perform a pretreatment such as removal of contaminants, SS, BOD, etc. in advance and then disinfect. If SS or BOD of sewage in rainy weather is removed, halogenated glyoxime is not consumed for the oxidation thereof, which is advantageous in that the addition rate of halogenated glyoxime can be reduced.
【0015】また、本発明に係る消毒剤は、下水処理場
から放流される未処理及び/又は簡易処理が行われた雨
水を含む下水を消毒処理するのにも特に好適である。下
水処理場に流入する雨天時下水量が多い場合には、これ
らの雨天時下水は未処理及び/又は簡易処理が施されて
放流される場合があり、現状では、大腸菌群等の細菌数
が水質基準値を大幅に上回る場合があったが、本発明に
係る消毒剤によれば、このような雨天時下水を短時間に
消毒する。なお、この場合にも、上記と同様に、雨天時
下水に対して、夾雑物やSS、BOD除去処理を行って
から本発明に係る消毒処理を行ってもよい。The disinfectant according to the present invention is also particularly suitable for disinfecting sewage containing rainwater discharged from a sewage treatment plant and containing untreated and / or simply treated rainwater. When there is a large amount of rainwater sewage flowing into the sewage treatment plant, these rainwater sewage may be untreated and / or subjected to a simple treatment before being discharged. In some cases, the water quality standard value was significantly exceeded, but the disinfectant according to the present invention disinfects such rainy sewage in a short time. In this case as well, in the same manner as described above, the sewage in the case of rain may be subjected to the contaminant, SS, and BOD removal treatment and then subjected to the disinfection treatment according to the present invention.
【0016】しかしながら、下水処理場の通常処理であ
る、最初沈殿池、生物処理、最終沈殿池及び消毒処理を
施された下水は、水質汚濁防止法で規定された水質基準
値を満足するので、本発明による消毒処理を行う必要は
ない。However, the sewage that has been subjected to the normal treatment at the sewage treatment plant, that is, the first settling basin, the biological treatment, the final settling basin, and the disinfection treatment, satisfies the water quality standard value stipulated by the Water Pollution Control Law. It is not necessary to carry out the disinfection treatment according to the invention.
【0017】本発明によれば、合流式下水道、分流式下
水道から発生する雨水を含む下水を好適に消毒処理する
ことができる。合流式下水道や分流式下水道では、雨天
時に糞便性若しくは土壌性大腸菌群が流入して、流入水
量が多い場合には、無処理のまま放流される構造になっ
ているので、ここに本発明に係る消毒処理を行えば、下
水中の大腸菌群などの細菌を短時間で消毒することがで
きるので、極めて好ましい。これに対して、簡易浄化槽
や合併浄化槽は、滞留時間を長くとれること、並びに、
微生物処理が併用されるため、消毒剤を使用すると微生
物が死滅して浄化槽の当初の効果が小さくなるので、本
発明の消毒剤を用いるのには好ましくない。According to the present invention, it is possible to preferably disinfect sewage including rainwater generated from the combined sewer system and the split sewer system. In the combined sewer system or the segregated sewer system, the faecal or soil-type coliform bacteria inflows in the case of rain, and when the inflowing water amount is large, the structure is such that it is discharged without treatment. Such disinfection treatment is extremely preferable because bacteria such as coliform bacteria in sewage can be disinfected in a short time. On the other hand, simple septic tanks and combined septic tanks can have a long residence time, and
Since the microbial treatment is used in combination, the use of the disinfectant kills the microorganisms and reduces the initial effect of the septic tank. Therefore, it is not preferable to use the disinfectant of the present invention.
【0018】また、本発明は、上記に説明した消毒剤を
用いて排水を消毒するための装置をも提供する。即ち、
本発明の他の態様は、排水を消毒処理するための装置で
あって、排水にハロゲン化グリオキシムを供給するため
の装置を具備することを特徴とする、排水を消毒処理す
る装置に関する。また、本発明は、排水に臭素系化合物
を供給するための装置を更に具備する上記に記載の装置
にも関する。更には、本発明は、排水を消毒処理するた
めの装置であって、ハロゲン化グリオキシムと臭素系化
合物とを混合して消毒液を調製するための装置;及び、
調製された消毒液を排水に供給するための装置;を具備
する排水を消毒処理する装置にも関する。The present invention also provides an apparatus for disinfecting drainage using the above-described disinfectant. That is,
Another aspect of the present invention relates to an apparatus for disinfecting wastewater, comprising an apparatus for supplying halogenated glyoxime to the wastewater. The invention also relates to a device as described above, further comprising a device for supplying the bromine-based compound to the wastewater. Furthermore, the present invention is an apparatus for disinfecting wastewater, which is an apparatus for preparing a disinfecting solution by mixing a halogenated glyoxime and a bromine compound;
It also relates to a device for disinfecting wastewater, comprising a device for supplying the prepared disinfectant solution to the wastewater.
【0019】以下、本発明に係る排水を消毒する装置の
一具体例について図面を参照しながら説明する。図1
は、本発明に係る装置の一実施形態を説明する概略図で
ある。図1中、1はハロゲン化グリオキシム貯槽;2は
臭素系化合物貯槽;3は臭素系化合物溶解装置;4はハ
ロゲン化グリオキシム・臭素系化合物混合槽;5は混合
液供給ポンプ;6は濁度計及び/又はSS計;7は制御
システム;11はハロゲン化グリオキシム移送配管;1
2は臭素系化合物移送配管;13はハロゲン化グリオキ
シム供給配管;14は混合液供給配管;15は臭素系化
合物供給配管;21は流入管渠;22は遮集管渠;23
は放流管渠;31は最大処理時流入側水位;32は非常
時越流水位;40は雨天時越流下水;である。A specific example of the apparatus for disinfecting waste water according to the present invention will be described below with reference to the drawings. Figure 1
FIG. 1 is a schematic diagram illustrating an embodiment of an apparatus according to the present invention. In FIG. 1, 1 is a halogenated glyoxime storage tank; 2 is a brominated compound storage tank; 3 is a brominated compound dissolution apparatus; 4 is a halogenated glyoxime / bromine compound mixing tank; 5 is a mixed solution supply pump; 6 is a turbidimeter And / or SS meter; 7 is control system; 11 is glyoxime halide transfer pipe; 1
2 is a brominated compound transfer pipe; 13 is a halogenated glyoxime supply pipe; 14 is a mixed liquid supply pipe; 15 is a brominated compound supply pipe; 21 is an inflow pipe; 22 is a shielding pipe;
Is a discharge pipe; 31 is an inflow side water level at the time of maximum treatment; 32 is an emergency overflow water level; 40 is an overflow overflow sewage;
【0020】下水流入管渠21から流入する下水は、通
常の場合、遮集管渠22を通じて下水処理場に送られ、
無害化されて公共用水域に放流される。しかし、降雨量
が多くなって、下水流入管渠21を流れる下水が最大流
入水量水位31を超えると、越流水40となって放流さ
れる。The sewage flowing from the sewage inflow pipe 21 is normally sent to the sewage treatment plant through the interceptor pipe 22.
It is rendered harmless and released to public water bodies. However, when the amount of rainfall increases and the sewage flowing through the sewage inflow pipe 21 exceeds the maximum inflow water level 31, the overflow water 40 is discharged.
【0021】図1に示す装置においては、ハロゲン化グ
リオキシムは、貯槽1から移送配管11を通して混合槽
4に移送される。また、臭素系化合物は、貯槽2から移
送配管12を通して混合槽4に移送される。なお、用い
る臭素系化合物が固体の場合には、まず溶解装置3にお
いて溶解された後に混合槽4に移送される。混合槽4で
ハロゲン化グリオキシムと臭素系化合物とを混合するこ
とによって形成された本発明に係る消毒液は、供給ポン
プ5によって供給配管14を通して下水中に供給され
る。また、ハロゲン化グリオキシムを供給配管13を通
して、臭素系化合物を供給配管15を通して、それぞれ
別々に下水中に供給することもできる。この場合、下水
への供給は、図1に示すように臭素系化合物を先に供給
することもできるし、或いはハロゲン化グリオキシムを
先に供給することもできる。なお、消毒剤としてハロゲ
ン化グリオキシムを単独で用いる場合には、臭素系化合
物貯槽2、混合槽4を用いずに、ハロゲン化グリオキシ
ムを、貯槽1から供給配管13を通して直接下水中に供
給することができる。In the apparatus shown in FIG. 1, the glyoxime halide is transferred from the storage tank 1 to the mixing tank 4 through the transfer pipe 11. Further, the bromine-based compound is transferred from the storage tank 2 to the mixing tank 4 through the transfer pipe 12. When the brominated compound used is a solid, it is first dissolved in the dissolution apparatus 3 and then transferred to the mixing tank 4. The disinfecting solution according to the present invention formed by mixing the halogenated glyoxime and the bromine compound in the mixing tank 4 is supplied into the sewage by the supply pump 5 through the supply pipe 14. Further, the halogenated glyoxime can be separately supplied into the sewage through the supply pipe 13 and the bromine-based compound through the supply pipe 15. In this case, the sewage may be supplied first with the brominated compound as shown in FIG. 1 or with the halogenated glyoxime first. When a halogenated glyoxime is used alone as a disinfectant, the halogenated glyoxime can be directly supplied from the storage tank 1 to the sewage through the supply pipe 13 without using the brominated compound storage tank 2 and the mixing tank 4. it can.
【0022】本発明に係る消毒剤を供給され、消毒処理
された排水は、放流管渠23を通して公共用水域に放流
される。なお、本発明に係る消毒剤と処理対象の排水と
の接触時間は、10秒〜20分が好ましく、10秒〜1
0分がより好ましい。Wastewater supplied with the disinfectant according to the present invention and subjected to disinfection is discharged into the public water area through the discharge pipe 23. The contact time between the disinfectant according to the present invention and the wastewater to be treated is preferably 10 seconds to 20 minutes, and 10 seconds to 1
0 minutes is more preferred.
【0023】また、本発明に係る消毒装置を、排水の水
質を測定する装置と連動させることができる。図1にお
いて、6は排水の濁度及び/又はSSを測定する装置で
ある。雨天時下水は、放流が起こる程度の降雨の場合、
最初は管渠内の堆積物が多量に流れ出すために濁度やS
Sが高くなり、その後、徐々に濁度やSSが低下する。
そこで、この情報を測定装置6で読み取り、制御システ
ム7によって、雨天時下水の濁度及び/又はSSに対応
した量の消毒液注入率を下水40に供給することができ
る。なお、排水の濁度及び/又はSSと消毒効果(最適
の消毒液供給量)との相関は、予備試験によって予め求
めることができ、試験回数を増すに連れてその精度を高
めることができる。Further, the disinfecting apparatus according to the present invention can be interlocked with an apparatus for measuring the quality of waste water. In FIG. 1, 6 is an apparatus for measuring turbidity and / or SS of waste water. Rainwater sewage is a type of rainwater that can be released.
At first, the turbidity and S
S becomes higher, and then turbidity and SS gradually decrease.
Therefore, this information can be read by the measuring device 6 and the control system 7 can supply the sewage 40 with the disinfecting liquid injection rate of an amount corresponding to the turbidity and / or SS of the sewage in rainy weather. The correlation between the turbidity and / or SS of the wastewater and the disinfecting effect (the optimum supply amount of the disinfecting liquid) can be obtained in advance by a preliminary test, and the accuracy can be increased as the number of tests is increased.
【0024】[0024]
【発明の効果】本発明によれば、従来無処理で公共用水
域に放流されていた雨天時下水中の大腸菌群を効率的に
消毒することができ、しかも、汎用消毒剤である次亜塩
素酸ナトリウムのようにクロラミン等の残留塩素を生成
しないため、放流先の水棲生物に対する影響を小さくす
ることができ、環境問題も発生しない。INDUSTRIAL APPLICABILITY According to the present invention, it is possible to efficiently disinfect coliform bacteria in sewage during rainy weather, which has been conventionally discharged into public water bodies without treatment, and is hypochlorite which is a general-purpose disinfectant. Unlike sodium acidate, it does not generate residual chlorine such as chloramine, so it can reduce the impact on the aquatic organisms at the discharge destination and does not cause environmental problems.
【0025】[0025]
【実施例】以下の実施例により、本発明のより具体的な
態様を示すが、本発明は、以下の実施例によって限定さ
れるものではない。EXAMPLES The following examples illustrate more specific aspects of the present invention, but the present invention is not limited to the following examples.
【0026】実施例1〜6
降雨量5mm/時の降雨の際にポンプ所から排除された雨
天時下水を被処理水として本発明による大腸菌群に対す
る消毒試験を行った。消毒液は、ジクロログリオキシム
を種々の濃度になるように雨天時下水に投入した。処理
前の雨天時下水の水質を表1に、試験結果を表2に示
す。雨天時下水とジクロログリオキシムとの接触時間は
1分とした。Examples 1 to 6 A disinfection test for coliform bacteria according to the present invention was carried out by using the rainwater sewage discharged from the pump station at the time of rainfall of 5 mm / hour as treated water. As a disinfectant, dichloroglyoxime was added to sewage in rainy weather so as to have various concentrations. Table 1 shows the water quality of sewage in rainy weather before treatment, and Table 2 shows the test results. The contact time between sewage and dichloroglyoxime during rain was 1 minute.
【0027】実施例7〜10
降雨量7mm/時の降雨の際に雨水吐き口から越流した雨
天時下水を被処理水として、実施例1と同様に本発明に
よる大腸菌群に対する消毒試験を行った。処理前の雨天
時下水の水質を表1に、試験結果を表2に示す。雨天時
下水とジクロログリオキシムとの接触時間は1分とし
た。Examples 7 to 10 In the same manner as in Example 1, a disinfection test for coliform bacteria according to the present invention was conducted using the sewage in rainy weather that overflowed from the rainwater discharge port as the water to be treated when the rainfall was 7 mm / hour. It was Table 1 shows the water quality of sewage in rainy weather before treatment, and Table 2 shows the test results. The contact time between sewage and dichloroglyoxime during rain was 1 minute.
【0028】実施例11〜14
降雨量7mm/時の降雨の際に雨水吐き口から越流した雨
天時下水を被処理水として、実施例1と同様に本発明に
よる大腸菌群に対する消毒試験を行った。処理前の雨天
時下水の水質を表1に、試験結果を表2に示す。雨天時
下水とジクロログリオキシムとの接触時間は1分とし
た。Examples 11 to 14 A disinfection test for coliform bacteria according to the present invention was carried out in the same manner as in Example 1 using the sewage in rainy weather that overflowed from the rainwater spout at the time of rainfall of 7 mm / hour as treated water. It was Table 1 shows the water quality of sewage in rainy weather before treatment, and Table 2 shows the test results. The contact time between sewage and dichloroglyoxime during rain was 1 minute.
【0029】[0029]
【表1】 [Table 1]
【0030】[0030]
【表2】 [Table 2]
【0031】実施例15〜22
降雨量4mm/時の降雨の際に下水処理場から越流した雨
天時下水を被処理水として、実施例1と同様に本発明に
よる大腸菌群に対する消毒試験を行った。消毒液は、雨
天時下水の一部を汲み上げ、これに、消毒剤化合物とし
て種々の濃度のジクロログリオキシムと、ジクロログリ
オキシムに対して種々の割合の2,2−ジブロモ−3−
ニトリロプロピオンアミドとを溶解することによって調
製した。処理前の雨天時下水の水質を表1に、試験結果
を表3に示す。雨天時下水と混合消毒液との接触時間は
40秒とした。Examples 15 to 22 A disinfection test for coliform bacteria according to the present invention is carried out in the same manner as in Example 1 using the rainwater sewage overflowed from the sewage treatment plant as the water to be treated when the rainfall is 4 mm / hr. It was The disinfectant solution pumps up a part of the sewage in the case of rain, to which various concentrations of dichloroglyoxime as a disinfectant compound and 2,2-dibromo-3-dichloro-3-oxime at various ratios are used.
It was prepared by dissolving nitrilopropionamide. Table 1 shows the quality of sewage in rainy weather before treatment, and Table 3 shows the test results. The contact time between the sewage in rainy weather and the mixed antiseptic solution was 40 seconds.
【0032】[0032]
【表3】 [Table 3]
【0033】比較例1〜5
実施例1〜6で処理したものと同じ降雨量5mm/時の降
雨の際にポンプ所から排除された雨天時下水を被処理水
として大腸菌群に対する消毒試験を行った。消毒液は、
次亜塩素酸ナトリウムを雨天時下水に種々の濃度になる
ように投入した。処理前の雨天時下水の水質を表1に、
試験結果を表4に示す。雨天時下水と次亜塩素酸ナトリ
ウムとの接触時間は3分とした。Comparative Examples 1 to 5 A disinfection test for coliform bacteria was carried out using the rainwater sewage removed from the pumping station as the water to be treated at the same rainfall as that treated in Examples 1 to 6 when the rainfall was 5 mm / hour. It was The disinfectant solution
Sodium hypochlorite was added to sewage in rainy weather so as to have various concentrations. Table 1 shows the quality of sewage in rainy weather before treatment.
The test results are shown in Table 4. The contact time between sewage in rainy weather and sodium hypochlorite was 3 minutes.
【0034】[0034]
【表4】 [Table 4]
【0035】上記の表に示す結果から明らかなように、
次亜塩素酸ナトリウムを消毒剤として用いた場合には、
短時間で大腸菌群数を3000CFU/mL以下にできないと
いう結果であった。しかも、残留塩素が多量検出された
ことから、放流先の公共用水域の水棲生物に悪影響を与
えることが予見された。それに対して、本発明によって
ハロゲン化グリオキシムを消毒剤として用いた場合に
は、消毒時間が短く、少量で有効な大腸菌群の消毒効果
が認められた。更に、本発明のより好ましい態様におい
てハロゲン化グリオキシムに臭素系化合物を加えた消毒
剤を用いると、より短い時間で有効な大腸菌群の消毒効
果が得られた。As is clear from the results shown in the table above,
When using sodium hypochlorite as a disinfectant,
The result was that the number of coliforms could not be reduced to 3000 CFU / mL or less in a short time. Moreover, it was predicted that a large amount of residual chlorine would be detected, which would adversely affect aquatic organisms in the public water area to which it was released. In contrast, when the halogenated glyoxime was used as a disinfectant according to the present invention, the disinfection time was short and an effective disinfecting effect of coliform bacteria was recognized even with a small amount. Furthermore, when a disinfectant containing a brominated compound added to a halogenated glyoxime is used in a more preferred embodiment of the present invention, an effective disinfecting effect of coliform bacteria can be obtained in a shorter time.
【図1】図1は、本発明に係る装置の一実施態様の説明
図である。FIG. 1 is an explanatory view of an embodiment of the device according to the present invention.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) A01N 43/50 A01N 43/50 R 43/64 105 43/64 105 59/08 59/08 A C02F 1/50 510 C02F 1/50 510A 520 520P 531 531P 532 532C 532D 532H 550 550C 550D 550L ZAB ZAB ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI theme code (reference) A01N 43/50 A01N 43/50 R 43/64 105 43/64 105 59/08 59/08 A C02F 1 / 50 510 C02F 1/50 510A 520 520P 531 531P 532 532C 532D 532H 550 550C 550D 550L ZAB ZAB
Claims (7)
徴とする排水用消毒剤。1. A disinfectant for drainage, comprising a halogenated glyoxime.
の排水用消毒剤。2. The disinfectant for drainage according to claim 1, further comprising a bromine compound.
−ニトリロプロピオンアミド、1,2−ビス(ブロモア
セトキシ)エタン、1,4−ビス(ブロモアセトキシ)
ブテン,1−ブロモ−3−クロロ−5,5−ジメチルヒ
ダントイン、1,3−ジブロモ−5,5−ジメチルヒダ
ントイン、トリクロロイソシアヌル酸、ジクロロイソシ
アヌル酸、トリブロモイソシアヌル酸、ジブロモクロロ
イソシアヌル酸、ブロモジクロロイソシアヌル酸、ジブ
ロモイソシアヌル酸、ブロモクロロイソシアヌル酸、次
亜臭素酸塩の少なくとも一種以上を含む請求項2に記載
の排水用消毒剤。3. The brominated compound is 2,2-dibromo-3.
-Nitrilopropionamide, 1,2-bis (bromoacetoxy) ethane, 1,4-bis (bromoacetoxy)
Butene, 1-bromo-3-chloro-5,5-dimethylhydantoin, 1,3-dibromo-5,5-dimethylhydantoin, trichloroisocyanuric acid, dichloroisocyanuric acid, tribromoisocyanuric acid, dibromochloroisocyanuric acid, bromodichloro The disinfectant for drainage according to claim 2, comprising at least one or more of isocyanuric acid, dibromoisocyanuric acid, bromochloroisocyanuric acid, and hypobromite.
て、排水にハロゲン化グリオキシムを供給するための装
置を具備することを特徴とする、排水を消毒処理する装
置。4. A device for disinfecting wastewater, comprising a device for supplying halogenated glyoxime to the wastewater.
置を更に具備する請求項4に記載の装置。5. The device according to claim 4, further comprising a device for supplying a bromine-based compound to the wastewater.
て、ハロゲン化グリオキシムと臭素系化合物とを混合し
て消毒液を調製するための装置;及び、調製された消毒
液を排水に供給するための装置;を具備する排水を消毒
処理する装置。6. An apparatus for disinfecting wastewater, which is an apparatus for preparing a disinfectant solution by mixing a halogenated glyoxime and a bromine compound; and supplying the prepared disinfectant solution to the wastewater. A device for disinfecting waste water, which is provided with:
置を更に具備する請求項4〜6のいずれかに記載の装
置。7. The device according to claim 4, further comprising a device for measuring turbidity and / or SS of waste water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001205974A JP2003012410A (en) | 2001-07-06 | 2001-07-06 | Antiseptic solution for waste water and method and apparatus for disinfecting waste water by using the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001205974A JP2003012410A (en) | 2001-07-06 | 2001-07-06 | Antiseptic solution for waste water and method and apparatus for disinfecting waste water by using the same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2003012410A true JP2003012410A (en) | 2003-01-15 |
Family
ID=19042188
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2001205974A Pending JP2003012410A (en) | 2001-07-06 | 2001-07-06 | Antiseptic solution for waste water and method and apparatus for disinfecting waste water by using the same |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2003012410A (en) |
-
2001
- 2001-07-06 JP JP2001205974A patent/JP2003012410A/en active Pending
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