JPS59186695A - Treatment of waste water containing organic reducing material - Google Patents
Treatment of waste water containing organic reducing materialInfo
- Publication number
- JPS59186695A JPS59186695A JP6203083A JP6203083A JPS59186695A JP S59186695 A JPS59186695 A JP S59186695A JP 6203083 A JP6203083 A JP 6203083A JP 6203083 A JP6203083 A JP 6203083A JP S59186695 A JPS59186695 A JP S59186695A
- Authority
- JP
- Japan
- Prior art keywords
- ozone
- treatment
- org
- containing organic
- organic reducing
- 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.)
- Granted
Links
Abstract
Description
【発明の詳細な説明】
この発明は排水中の有機性還元物質に基づくCOD (
Chemical Oxj、gen Demancl
:化学的酸素要求量)を低減する方法および7寸たはT
OC(Total Ovganic Carbon :
全有機性炭素)を除去する方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION This invention provides COD (COD) based on organic reducing substances in wastewater.
Chemical Oxj, gen Demancl
: method of reducing chemical oxygen demand) and 7 dimensions or T
OC (Total Ovganic Carbon:
The present invention relates to a method for removing total organic carbon (total organic carbon).
排水中の有機性還元物質は3着色や臭気の原因となるば
かりでなく、CODやTOCの増大などの原因になる。Organic reducing substances in wastewater not only cause coloration and odor, but also increase COD and TOC.
近年、CODのa量規制が実施されるに至9.特にその
効率的かつ経済的な除去法が望まれるようになった。In recent years, regulations on COD a content have been implemented.9. In particular, an efficient and economical removal method has become desirable.
従来から行なわれている有機性還元物質の除去法として
、#:集沈殿や裡々の生物的処理が経済的と1−われで
いるが、溶WL性の有機物の除去、COD低減には問題
があるのは周知の辿りである。これらの処理法が適用で
きない排水に対しては、一部で焼却法が行なわれている
が、この方法も二次公害や経済性の点で一般的に受は入
れ難い。As a conventional method for removing organic reducing substances, #: Precipitation and continuous biological treatment are considered to be economical, but there are problems in removing soluble WL organic substances and reducing COD. This is a well-known path. For wastewater to which these treatment methods cannot be applied, incineration is used in some cases, but this method is generally not acceptable due to secondary pollution and economic considerations.
オゾン処理法は、オゾンの酸化力を利用し、有機物を酸
化分解するものであり、脱色、脱臭に有効であるが、一
般的に溶解性有機物に基づ(COD低減に限界があると
されている。即ち、COD低減は可能であるがオゾン消
費量が過大であったp、オゾンの酸化力の限界によりC
ODの高度な低減ができない場合があった。後者のCO
D低減に対しては、光照射併用によるオゾン反応促進化
が先行技術として得られてはいるがまだ改良の余地が残
されており、また前者のオゾン消費量に対しては見るべ
き改良が見出されていない。The ozone treatment method utilizes the oxidizing power of ozone to oxidize and decompose organic substances, and is effective for decolorizing and deodorizing. In other words, although it is possible to reduce COD, the amount of ozone consumed was excessive, and due to the limit of ozone's oxidizing power, C
In some cases, it was not possible to achieve a high degree of reduction in OD. The latter CO
Regarding D reduction, acceleration of the ozone reaction by combined use of light irradiation has been obtained as a prior art, but there is still room for improvement, and there has been no noticeable improvement in the ozone consumption of the former. Not served.
この発明に、オゾン処理法の欠点ν)」ちオゾン消費量
の過大、およびCODの低減とTOCの除去の限界を拐
破する目的でなされたものであり、排水中に例えば鉄イ
オンのような金属イオンを添加させ、かつ光照射下でオ
ゾン処理するものである。This invention was made with the aim of overcoming the drawbacks of the ozone treatment method, such as the excessive consumption of ozone and the limitations of COD reduction and TOC removal. Metal ions are added and ozone treatment is performed under light irradiation.
以下、この発明の詳細な説明する。第1図は実験装置の
概女を示したものである。(1)はオゾン発生機、(2
)はオゾン反応器、(3)はオゾン含有ガス散気板、(
4)はランプ収納ジャケット、 (51&jランプ。The present invention will be described in detail below. Figure 1 shows a general outline of the experimental apparatus. (1) is an ozone generator, (2
) is an ozone reactor, (3) is an ozone-containing gas diffuser plate, (
4) is a lamp storage jacket, (51 & j lamp).
(6)ニオシン峡度計、そして(7)ハ排オゾン分解器
である。(6) Niosin isthometer, and (7) Ha exhaust ozone decomposer.
実験は220 ppmのクエン酸を含めてTO,Cが1
50ppmの還元性有機物を含む1.81の被処理水を
反応器(2)に仕込み、下の表1に示すように鉄イオン
全添加して又は添加しないで、又ランプ(5)を点灯又
は消灯して20m9/11 のオゾンを含有する酸素を
11/分の流速で連続的に一定時間反応器(2)に供給
する方法をとった。一定時間上記反応をさせた後、処理
水の一部をぬきと9分析に供した。The experiment was carried out at a concentration of 1 TO, C including 220 ppm citric acid.
1.81 of the water to be treated containing 50 ppm of reducing organic matter was charged into the reactor (2), and the lamp (5) was turned on or off with or without the addition of all iron ions as shown in Table 1 below. A method was adopted in which the lights were turned off and oxygen containing 20 m9/11 of ozone was continuously supplied to the reactor (2) at a flow rate of 11/min for a certain period of time. After carrying out the above reaction for a certain period of time, a portion of the treated water was removed and subjected to analysis.
第2図は本発明の効果を示す一実験結果であり。FIG. 2 shows the results of an experiment showing the effects of the present invention.
表1に示す被処理水および条件での反応時間によるCO
D低下の比較である。なお5表1の被処理水の番号と第
2図の番号とに対応している。CO depending on reaction time under treated water and conditions shown in Table 1
This is a comparison of D decrease. Note that the numbers for the water to be treated in Table 1 correspond to the numbers in FIG.
表 1
従来のオゾン処理ニよるCOD減少カーブ(4)と本発
明の方法によるカーブ+1]を比較すると、その差に顕
著であり、鉄イオンの添加下での光照射によりCODの
低下速度が著しく促進できることが判った。第2図にを
19合わせて光照射併用オゾン処理によるカーブ(3)
、および鉄イオン添加オゾン処理によるカーブ(2)も
示したが、鉄イオン添加と光照射の両者併用によ見一層
卵著な効果が発揮されることを示している。Table 1 Comparing the COD reduction curve (4) by conventional ozone treatment and the curve +1 by the method of the present invention, the difference is remarkable, and the rate of decrease in COD is remarkable due to light irradiation with the addition of iron ions. It turns out that it can be promoted. Curve (3) obtained by combining light irradiation and ozone treatment by combining Figure 2 with 19.
, and the curve (2) obtained by iron ion addition ozone treatment are also shown, which shows that the combined use of iron ion addition and light irradiation produces an even more remarkable effect.
第3図は、第2図と同じ実験で、COD低減と消費オゾ
ン量の関係を示したものである。ここでも番号に表1の
番号と対応している。図から9本発明による方法で、最
も少ないオゾン消費量でCODの高度な低減ができるこ
とが明らかである。FIG. 3 shows the relationship between COD reduction and consumed ozone amount in the same experiment as FIG. 2. Again, the numbers correspond to those in Table 1. It is clear from the figure that the method according to the invention allows a high reduction in COD with the lowest ozone consumption.
上記の実施例は、低圧水銀ランプ(照射波長185nm
および253.7nm)VCよる照射例であるが、高圧
水銀ランプ(照射波長250〜600nm)金属いても
同様の効果が得られる。The above example uses a low-pressure mercury lamp (irradiation wavelength 185 nm).
Although this is an example of irradiation with VC (253.7 nm), the same effect can be obtained using a high pressure mercury lamp (irradiation wavelength 250 to 600 nm) with metal.
第4図、第5図は、第2図、第3図と同じ被処理水VC
対し、ysoppmの鉄イオンを添加し。Figures 4 and 5 show the same treated water VC as in Figures 2 and 3.
On the other hand, ysoppm of iron ions were added.
100 Wの高圧水銀ランプで光照射した場合と、しな
かった場合のオゾン処理によるCOD低減を示したもの
である。本発明による方法がCOC低減速度ならひにC
OD低減に必要なオゾン量の削減において顕著に改善さ
れていることは明らかである。This figure shows the reduction in COD by ozone treatment with and without light irradiation with a 100 W high-pressure mercury lamp. If the method according to the invention has a COC reduction rate, then
It is clear that there is a significant improvement in reducing the amount of ozone required for OD reduction.
本発明実施例において鉄の添加量は処理効果に大きく影
響を及ぼす。In the examples of the present invention, the amount of iron added greatly affects the treatment effect.
第6図はクエン酸(220ppm)を含む制水(T。Figure 6 shows water control (T) containing citric acid (220 ppm).
C=150ppm、 うちクエン酸によるTOC=4
1ppnl)についてクエン酸に対してモル比で0.0
.5゜1.0 、 1.5 、 2.0 といったよ
うに鉄イオンの添加量を変えて高圧水銀灯(100w)
を照射しながらオゾン処理を行なった試験の結果を示し
、CODを95多除去するため必要な時間と、その間の
処理効率を示したものである。鉄イオンの添加量がクエ
ン酸に対してモル比で1.0以下であれは、鉄イオンの
添加量が少ない程単位CODを低減するために必要なオ
ゾンの量および反応時間が増加し。C=150ppm, of which TOC due to citric acid=4
0.0 molar ratio to citric acid for 1ppnl)
.. 5゜High-pressure mercury lamp (100W) with different amounts of iron ions added such as 1.0, 1.5, and 2.0
This figure shows the results of a test in which ozone treatment was performed while irradiating COD, and shows the time required to remove 95% of COD and the treatment efficiency during that time. If the amount of iron ions added is less than 1.0 in molar ratio to citric acid, the smaller the amount of iron ions added, the more the amount of ozone and reaction time required to reduce the unit COD will increase.
モル比が10以上であれはそれ以上過剰の鉄イオンを添
加しても所要オゾン量および処理に必摂す反応時間に大
きな変化は認められない。ずなわち。When the molar ratio is 10 or more, even if an excess of iron ions is added, there is no significant change in the amount of ozone required and the reaction time required for treatment. Zunawachi.
オゾン処理の効率を上げる(所要オゾン量を低減させる
)ためには、クエン酸と砺モル程度の鉄イオンの添加が
必要であると言えよう。むろん、鉄イオンの添加1if
が等モル以下であっても鉄イオンによる有機物の除去効
率の改善はある程度期待できる。In order to increase the efficiency of ozone treatment (reduce the amount of ozone required), it can be said that it is necessary to add citric acid and iron ions in the order of mol. Of course, addition of iron ions 1if
Even if the amount is less than equimolar, it can be expected that iron ions will improve the removal efficiency of organic matter to some extent.
従って、鉄イオンの添加量をクエン[F2VC対してモ
ル比で05〜20.好ましくは08〜15とするのが望
ましい。Therefore, the molar ratio of iron ions to citric acid [F2VC] is 05 to 20. Preferably, it is desirable to set it as 08-15.
なお、添加する鉄イオンの形態は第1鉄、第2鉄イオン
であっても処理効果に顕著な差が認められない。It should be noted that no significant difference in treatment effect is observed whether the iron ions added are in the form of ferrous or ferric ions.
上記の結果から、鉄イオン添加の効果として。From the above results, the effect of adding iron ions.
クエン酸と鉄イオンが錯体を形成することによって、遊
離のクエン酸より、オゾン、もしくは光とオゾンの作用
によって生成したOHラジカルのようなラジカル独との
反応性が商才ったものと推定きれる。即ち、鉄イオンが
クエン酸に配位することによりクエン酸分子の′醒子密
度が高まり、親電子反応性の高いオゾンやORラジカル
との反応性が向上するものと推定される。従って、不発
明はクエン酸に限らずエチレンジアミン4酢酸塩Mなど
の金属錯体全形成する有機性還元物質に広く適用できる
。また、添加金属イオンについても、鉄イオンに限られ
ず有機金属錯体を形成する。Mn。It can be assumed that the complex formation of citric acid and iron ions makes it more reactive with radicals such as ozone or OH radicals generated by the action of light and ozone than with free citric acid. . That is, it is presumed that the coordination of iron ions to citric acid increases the atomic density of citric acid molecules and improves the reactivity with ozone and OR radicals, which have high electrophilic reactivity. Therefore, the invention can be widely applied not only to citric acid but also to organic reducing substances that completely form metal complexes, such as ethylenediaminetetraacetate M. Furthermore, the metal ions added are not limited to iron ions, and form organometallic complexes. Mn.
co 等でも同様の効果が期待できる。A similar effect can be expected with co, etc.
次に被処理排水のPHの影曾についてであるが。Next, regarding the influence of the pH of the wastewater to be treated.
第7図〜第10図に、PHを3.5.7.9に調整した
ゼ1水(クエン[=220ppm、 TOC=150
ppm + 鉄イオン添加量75ppm)を晶出水銀
灯(100W) を照射しながらオゾン処理した結果
を示(〜だ。被処理排水のPHが5以上でに、十分な有
機物処理が行なえず、また処理に要するオゾン量が大き
く経隣的ではない。PHが50以下、特にPHが3では
有機物が効率よく、シかも低濃度まで処理で@た。Figures 7 to 10 show Ze1 water (citric [= 220 ppm, TOC = 150
ppm + iron ion addition: 75 ppm) while irradiating with a crystallizing mercury lamp (100 W). The amount of ozone required for this process is large and unconscionable.At a pH of 50 or less, especially at a pH of 3, organic matter can be treated efficiently, even down to low concentrations.
このことから9本発明を実施する場合、PH全5以下、
望寸1〜(、i’l、、3程度に調整することが必要で
ある。From this, when carrying out the present invention, the total pH is 5 or less,
It is necessary to adjust the desired size to about 1 to (, i'l,, 3).
ざらに本発明による効果の一つとして、オゾン反応速度
の促進によるオゾン反応器におけるオゾン吸収率の増加
が指摘できる。オゾン吸収率は。Broadly speaking, one of the effects of the present invention can be pointed out to be an increase in the ozone absorption rate in the ozone reactor due to acceleration of the ozone reaction rate. What is the ozone absorption rate?
(供給オゾン含有気体中のオゾン―度−排気気体甲のオ
ゾン(mfBl )/ (供給オゾン含有気体中のオゾ
ン濃度)で足義されるものであり、コンパクトなオゾン
反応器で充分にオゾンがオU用できるとともに、併気オ
ゾン分′Mに要する費用が低減できる。(Ozone in the supplied ozone-containing gas - degree - ozone in the exhaust gas (mfBl) / (ozone concentration in the supplied ozone-containing gas) It can be used for U, and the cost required for the combined ozone component 'M can be reduced.
以上のように、この発明によれば排水のCOD低減およ
び有機物除去に対し、 PI[定址の鉄イオンのような
有機金属銘体金形成する金桟イオンを排水して添加した
後、紫外〜可視光全照射しながらオゾン処理することに
より、あるい(・まσらK P Hを5以下に保って同
様の処理を行うことにより。As described above, according to the present invention, in order to reduce the COD of wastewater and remove organic matter, it is possible to reduce the COD of wastewater and remove organic matter by adding metal ions that form organometallic minerals such as iron ions to the wastewater, and By performing ozone treatment while fully irradiating with light, or by performing the same treatment while keeping K PH at 5 or less.
COD低減および有機物(TOC)除去速度が促進さ八
、オゾン反応器がコンパクトになると共に。COD reduction and organic matter (TOC) removal rates are accelerated, while the ozone reactor becomes more compact.
C9D低減、TOC除去に対する泊費オゾン量が低減さ
れ、全体として効率的かつ実用性の筒い排水の処理方法
か祈供できる。The amount of ozone required for C9D reduction and TOC removal is reduced, and we hope to find an overall efficient and practical method for treating pipe wastewater.
第1図は1本発明の効果を確認するために用い図中tl
t &’jオゾン発生<=、 (2)tsオゾン反応器
、(3)はオゾン含有ガス散気に、 (absランプ収
納ジャケツ)、+5)はランプ、(6)はオゾン濃度計
、(刀は排オゾン分解器である。
代理人大岩増雄
第1図
第2図
反応時間 ffJ>
第3図
渭黄オンンt(PPm)
0 .5Q
120反応時Il!l(分)
第5図
3角費オゾン量 (ppm)
第6図
鉄イオ≧/クエン酸(モル比)
東京都千代田区丸の内2丁目2
番3号Figure 1 is used to confirm the effects of the present invention.
t&'j ozone generation <=, (2) TS ozone reactor, (3) ozone-containing gas diffuser, (ABS lamp storage jacket), +5) lamp, (6) ozone concentration meter, (knife) is an exhaust ozone decomposer. Agent Masuo Oiwa Figure 1 Figure 2 Reaction time ffJ> Figure 3 Wei Huang Ont (PPm) 0.5Q
120 reaction time Il! l (min) Fig. 5 3 Ozone amount (ppm) Fig. 6 Iron ion≧/citric acid (mole ratio) 2-2-3 Marunouchi, Chiyoda-ku, Tokyo
Claims (1)
属イオンを上記排水中に添加し、この金属イオンの存在
下で光を照射jろとともにオゾンを用いたオゾン処理を
行うことを特徴とする有機性還元物質を含む排水の処理
法。 (2)有機性還元物質を含む排水の処理において。 上記排水のpHを5以下に保ち、上記有機性還元物質と
によシ有機性金属錯体を形成する金属イオンを上記排水
中に添加し、この金属イオンの存在下で光を照射′fろ
とともにオゾンを用いたオゾン処理を行うことを特徴と
するイイ機性、ダ元物質を含む排水の処理法。 (3)特許請求の範囲第1mおよび第2項のいずれかひ
とつの処理法において、上記金属イオンは。 Fe 、 IソinおよびCOのいずれかひとつを用い
たことを特徴とする有機性還元物質を含む排水の処理法
。 +4) %許言付求の範囲第1項および第2項のいず
れかひとつの処理法において、上記金属イオンの添加量
を、上記金属錯体そ形成する上記有機性還元物質に対す
るモル比で、0.5〜2.0としたことを特徴とする有
機性還元物質盛金む排水の処理法。 (5) 特許請求の範囲第4鳴の処理法において、上
記イオンの添加量を、特に、0.8〜1.5としたこと
を特徴とする有機性還元物質を含む排水の処理法。 (6)特許請求の範囲第2項の処理法において、上記排
水のpHを3としたことを特徴とする有機1生還元物質
を含む排水の処理法。 (1ゾ下充白2[Claims] (1) In the treatment of wastewater containing organic reducing substances. A metal ion that forms an organometallic complex with the organic reducing substance is added to the wastewater, and in the presence of the metal ion, light is irradiated and ozone treatment is performed using ozone. A method for treating wastewater containing organic reducing substances. (2) In the treatment of wastewater containing organic reducing substances. The pH of the wastewater is maintained at 5 or less, metal ions that form an organic metal complex with the organic reducing substance are added to the wastewater, and light is irradiated in the presence of the metal ions. A method for treating wastewater containing organic and bulk substances, which is characterized by performing ozone treatment using ozone. (3) In the treatment method according to any one of claims 1m and 2, the metal ion is. A method for treating wastewater containing organic reducing substances, characterized by using any one of Fe, Isoin, and CO. +4) Range of Permissible Percentage Required In any one of the treatment methods in Items 1 and 2, the amount of the metal ion added is set at a molar ratio of 0.5 to the organic reducing substance forming the metal complex. A method for treating wastewater containing organic reducing substances, characterized in that the concentration is 2.0 to 2.0. (5) A method for treating wastewater containing organic reducing substances, characterized in that the amount of the ions added is, in particular, 0.8 to 1.5 in the method of claim 4. (6) A method for treating wastewater containing organic mono-reducing substances, characterized in that the pH of the wastewater is set to 3 in the method of claim 2. (1zo lower whitening 2
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6203083A JPS59186695A (en) | 1983-04-08 | 1983-04-08 | Treatment of waste water containing organic reducing material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6203083A JPS59186695A (en) | 1983-04-08 | 1983-04-08 | Treatment of waste water containing organic reducing material |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59186695A true JPS59186695A (en) | 1984-10-23 |
JPS6324434B2 JPS6324434B2 (en) | 1988-05-20 |
Family
ID=13188356
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6203083A Granted JPS59186695A (en) | 1983-04-08 | 1983-04-08 | Treatment of waste water containing organic reducing material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59186695A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004237266A (en) * | 2003-01-03 | 2004-08-26 | Huei-Tarng Liou | Method of reducing cod in waste water by using o3 with valent ion chelation |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5041353A (en) * | 1973-08-14 | 1975-04-15 | ||
JPS5065051A (en) * | 1973-10-15 | 1975-06-02 | ||
JPS5131052A (en) * | 1974-09-09 | 1976-03-16 | Tore Eng Co Ltd | JUKINZOKUSAKUTAIOGANJUSURUHAISUINOSHORIHOHO |
-
1983
- 1983-04-08 JP JP6203083A patent/JPS59186695A/en active Granted
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5041353A (en) * | 1973-08-14 | 1975-04-15 | ||
JPS5065051A (en) * | 1973-10-15 | 1975-06-02 | ||
JPS5131052A (en) * | 1974-09-09 | 1976-03-16 | Tore Eng Co Ltd | JUKINZOKUSAKUTAIOGANJUSURUHAISUINOSHORIHOHO |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004237266A (en) * | 2003-01-03 | 2004-08-26 | Huei-Tarng Liou | Method of reducing cod in waste water by using o3 with valent ion chelation |
Also Published As
Publication number | Publication date |
---|---|
JPS6324434B2 (en) | 1988-05-20 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Kim et al. | Degradation of organic pollutants by the photo‐Fenton‐process | |
JPS60129187A (en) | Treatment of waste composition solution | |
JP3491666B2 (en) | Method and apparatus for controlling TOC component removal | |
JPS5948155B2 (en) | Waste liquid treatment method | |
JPH05329489A (en) | Treatment of water using ozone | |
JPH0975993A (en) | Treatment of organic matter-containing waste water and device therefor | |
GB1581985A (en) | Method for the reduction of the chemical oxygen demand of water and waste water by catalytic oxidation and use of such method | |
JPS59186695A (en) | Treatment of waste water containing organic reducing material | |
JP3506171B2 (en) | Method and apparatus for removing TOC component | |
JP2009082907A (en) | Method and apparatus for treating nonyl phenol | |
JPH05345189A (en) | Method for treating organic halogen compound-containing waste water | |
US7144514B2 (en) | Cyanide and formate destruction with ultra violet light | |
JPS62176595A (en) | Method for removing organic substance in waste water | |
JP2792481B2 (en) | Treatment method for wastewater containing sulfoxides | |
JPH0699181A (en) | Method for treating waste liquid containing decomposition-resistant organic substance | |
JPS59196796A (en) | Treatment of liquid waste | |
JPS6216154B2 (en) | ||
JPS6218230B2 (en) | ||
JPH0691276A (en) | Treatment of organic halogen compound-containing waste water | |
JP3000996B2 (en) | Treatment method for wastewater containing sulfoxides | |
JPH09253695A (en) | Method for treating waste water containing hardly decomposable organic matter | |
JPH08267077A (en) | High degree treating method of waste water | |
JP2537586B2 (en) | Advanced treatment method of organic matter and its equipment | |
KR970011329B1 (en) | Tert-butyalcohol decomposing method using gamma rays, ozone and heavy metal | |
JPS606718B2 (en) | Wastewater treatment method |