Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0647101B2 - Method of treating wastewater containing ammonium nitrate - Google Patents
[go: Go Back, main page]

JPH0647101B2 - Method of treating wastewater containing ammonium nitrate - Google Patents

Method of treating wastewater containing ammonium nitrate

Info

Publication number
JPH0647101B2
JPH0647101B2 JP60064231A JP6423185A JPH0647101B2 JP H0647101 B2 JPH0647101 B2 JP H0647101B2 JP 60064231 A JP60064231 A JP 60064231A JP 6423185 A JP6423185 A JP 6423185A JP H0647101 B2 JPH0647101 B2 JP H0647101B2
Authority
JP
Japan
Prior art keywords
ammonia
wastewater
ammonium nitrate
oxygen
containing wastewater
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 - Lifetime
Application number
JP60064231A
Other languages
Japanese (ja)
Other versions
JPS61222589A (en
Inventor
吉明 原田
貞造 沖野
茂信 萬木
康史 土井
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.)
Osaka Gas Co Ltd
Original Assignee
Osaka Gas 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 Osaka Gas Co Ltd filed Critical Osaka Gas Co Ltd
Priority to JP60064231A priority Critical patent/JPH0647101B2/en
Publication of JPS61222589A publication Critical patent/JPS61222589A/en
Publication of JPH0647101B2 publication Critical patent/JPH0647101B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Removal Of Specific Substances (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Heat Treatment Of Water, Waste Water Or Sewage (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、硝酸アンモニウム含有廃水の処理方法に関す
る。
TECHNICAL FIELD The present invention relates to a method for treating ammonium nitrate-containing wastewater.

従来技術及びその問題点 近年、水質規制の観点から化学的酸素要求物質(COD
成分)のみならず、窒素成分(特にアンモニア態窒素)
の除去も重要な課題となつて来た。本発明者等は、アン
モニア含有廃水の処理方法について長期にわたり種々研
究を重ねた結果、特定の触媒の存在下且つ特定の条件下
に湿式酸化処理を行なうことにより、操作容易にして実
用上の経済性を備えたアンモニア含有廃水の処理方法を
完成した(特公昭59−19757号、特公昭56−4
2992号、特公昭57−42391号、特公昭58−
27999号、特公昭57−33320号等)。
Conventional technology and its problems In recent years, from the viewpoint of water quality regulation, chemical oxygen demand substances (COD
Component) as well as nitrogen component (especially ammonia nitrogen)
The removal of is also an important issue. The present inventors have conducted various studies over a long period of time on a method for treating ammonia-containing wastewater, and as a result, by carrying out a wet oxidation treatment in the presence of a specific catalyst and under specific conditions, the operation is facilitated and the economic efficiency is reduced. A method for treating wastewater containing ammonia with properties was completed (Japanese Patent Publication No. 59-19757 and Japanese Patent Publication No. 56-4).
No. 2992, Japanese Patent Publication No. 57-42391, Japanese Patent Publication No. 58-
No. 27999, Japanese Examined Patent Publication No. 57-33320).

最近、発電業界における原子力発電の比重が増大するに
従つて、ウラン原料の処理及び使用済みウラン燃料の再
処理工程から排出される NHNO含有廃水の処理が重要な技術的課題となり
つつある。本発明者は、この様な NHNO含有廃水の処理に上記一連のアンモニア含
有廃水の処理技術(以下先願技術という)を応用するこ
とを試みた。この試みにおいて、NH イオンは極め
て高い効率で分解されるものの、NO イオンについ
ては必ずしも満足すべきものとは言い難い場合もあるこ
とが判明した。これは、上記廃水中のNHNO濃度
が1%(10000ppm)から10%(100000pp
m)程度にも達する場合があることによるものと推測さ
れる。
Recently, as the specific gravity of nuclear power generation in the power generation industry has increased, the treatment of NH 4 NO 3 -containing wastewater discharged from the treatment of uranium raw materials and the retreatment of spent uranium fuel has become an important technical issue. . The present inventor has tried to apply the above-mentioned series of ammonia-containing wastewater treatment technology (hereinafter referred to as prior application technology) to the treatment of such NH 4 NO 3 -containing wastewater. In this attempt, it was found that NH 4 + ions are decomposed with extremely high efficiency, but NO 3 ions are not always satisfactory. This is because the NH 4 NO 3 concentration in the wastewater is 1% (10000 ppm) to 10% (100000 pp).
It is presumed that this is due to the fact that it may reach up to m).

問題点を解決するための手段 本発明者は、上記の如き現状に鑑みて更に種々研究を重
ねた結果、廃水中のアンモニア、有機性物質及び無機性
物質を分解するに必要な理論酸素量以上の酸素を使用し
て湿式酸化を行なう先願技術に代えて、NHNO
有廃水にアンモニアを予め加え、液中のアンモニア成
分、有機性物質及び無機性物質を分解するに必要な理論
酸素量の1〜1.5倍量の酸素の存在下に該NHNO
含有廃水の湿式酸化分解を行なう場合にはNH
オンのみならず、NO イオンも効率良く分解される
ことを見出した。更に本発明者の研究によれば、アンモ
ニア及びCOD成分を予め加えたNHNO含有廃水
を上記と同様にして湿式酸化分解に供する場合には、分
解効率がより一層改善されることを見出した。即ち、本
発明は、下記の2種の硝酸アンモニウム含有廃水処理方
法を提供するものである。
Means for Solving the Problems The present inventor has carried out various studies further in view of the above-mentioned current situation, and as a result, the theoretical oxygen amount equal to or more than the theoretical oxygen amount required for decomposing ammonia, organic substances and inorganic substances in wastewater is obtained. Instead of the prior-art technique of performing wet oxidation using oxygen, the theoretical oxygen required for decomposing ammonia components, organic substances and inorganic substances in the liquid by previously adding ammonia to NH 4 NO 3 -containing wastewater The NH 4 NO in the presence of 1 to 1.5 times the amount of oxygen.
It was found that not only NH 4 + ions but also NO 3 ions are efficiently decomposed when wet-oxidative decomposition of 3- containing wastewater is performed. Further, according to the research by the present inventor, it was found that when the NH 4 NO 3 -containing wastewater to which ammonia and COD components were added in advance was subjected to wet oxidative decomposition in the same manner as described above, the decomposition efficiency was further improved. It was That is, the present invention provides the following two methods for treating ammonium nitrate-containing wastewater.

(1)アンモニアを加えた硝酸アンモニウム含有廃水を
ルテニウム、ロジウム、パラジウム、オスミウム、イリ
ジウム、白金及び金並びにこれ等の不溶性乃至難溶性の
化合物の少なくとも1種を活性成分とする担持触媒の存
在下且つ廃水中のアンモニア、有機性物質及び無機性物
質を窒素、水及び炭酸ガスにまで分解するに必要な理論
酸素量の1〜1.5倍量の酸素の存在下にpH3〜11.
5、温度100〜370℃で湿式酸化することを特徴と
する硝酸アンモニウム含有廃水の処理方法。
(1) Wastewater containing ammonium nitrate containing ammonia in the presence of a supported catalyst containing at least one of ruthenium, rhodium, palladium, osmium, iridium, platinum and gold and insoluble or sparingly soluble compounds thereof as an active ingredient. PH 3 to 11 in the presence of 1 to 1.5 times the theoretical amount of oxygen necessary for decomposing ammonia, organic substances and inorganic substances into nitrogen, water and carbon dioxide.
5. A method for treating ammonium nitrate-containing wastewater, which comprises performing wet oxidation at a temperature of 100 to 370 ° C.

(2)アンモニア及びCOD成分を加えた硝酸アンモニ
ウム含有廃水をルテニウム、ロジウム、パラジウム、オ
スミウム、イリジウム、白金及び金並びにこれ等の不溶
性乃至難溶性の化合物の少なくとも1種を活性成分とす
る担持触媒の存在下に且つ廃水中のアンモニア、有機性
物質及び無機性物質を窒素、水及び炭酸ガスにまで分解
するに必要な理論酸素量の1〜1.5倍量の酸素の存在
下にpH3〜11.5、温度100〜370℃で湿式酸化
することを特徴とする硝酸アンモニウム含有廃水の処理
方法。
(2) Existence of a supported catalyst containing ammonium nitrate-containing wastewater containing ammonia and COD components as an active ingredient of at least one of ruthenium, rhodium, palladium, osmium, iridium, platinum and gold, and insoluble or sparingly soluble compounds thereof. PH 3 to 11. In the presence of 1 to 1.5 times the stoichiometric amount of oxygen necessary to decompose ammonia, organic substances and inorganic substances in the waste water into nitrogen, water and carbon dioxide gas. 5. A method for treating ammonium nitrate-containing wastewater, which comprises performing wet oxidation at a temperature of 100 to 370 ° C.

本発明が対象とする廃水は、NHNOを含む全ての
廃水であり、特にNHNO濃度が1%以上の高濃度
廃水が好適である。尚、廃水は、有機性物質及び無機性
物質を併せて含んでいても良い。本発明方法は、pH約3
〜11.5、より好ましくは5〜11で効率良く実施さ
れるので、必要ならば、水酸化ナトリウム、炭酸ナトリ
ウム、水酸化カルシウム等のアルカリ性物質により廃水
のpH調整を予め行なつても良い。
The wastewater targeted by the present invention is all wastewater containing NH 4 NO 3 , and particularly high-concentration wastewater having an NH 4 NO 3 concentration of 1% or more is suitable. The wastewater may contain both organic substances and inorganic substances. The method of the present invention has a pH of about 3
The pH of the waste water may be adjusted in advance with an alkaline substance such as sodium hydroxide, sodium carbonate, calcium hydroxide, etc., if necessary, because it is efficiently carried out at -11.5, more preferably 5-11.

本発明の湿式酸化分解で使用する触媒活性成分として
は、ルテニウム、ロジウム、パラジウム、オスミウム、
イリジウム、白金及び金並びにこれ等の水に対し不溶性
乃至難溶性の化合物が挙げられ、これ等の1種又は2種
以上を使用することが出来る。不溶性乃至難溶性の化合
物としては、二塩化ルテニウム、二塩化白金、硫化ルテ
ニウム、硫化ロジウムなどが例示される。これ等の触媒
活性成分は、常法に従って公知の単一系または複合系の
担体、例えば、チタニア、ジルコニア、チタニア−ジル
コニア、アルミナ、シリカ、アルミナ−シリカ、活性
炭、或いはニツケル、ニツケル−クロム、ニツケル−ク
ロム−アルミニウム、ニツケル−クロム−鉄等の金属多
孔体等の担体に担持して使用する。担持量は、通常担体
重量の0.05〜25%、好ましくは0.5〜3%であ
る。触媒は、球状、ベレツト状、円柱状、破砕片状、粉
末状、ハニカム状などの公知の形態の担体に担持した状
態で使用可能である。反応塔容積は、固定床の場合に
は、液の空間速度が0.5〜101/hr(空塔基準)、よ
り好ましくは1〜51/hr(空塔基準)となる様にするの
が良い。固定床で使用する触媒の大きさは通常約3〜5
0mm、より好ましくは約5〜25mmである。流動床の場
合には、反応塔内で触媒が流動床を形成し得る量、通常
0.5〜20重量%、より好ましくは0.5〜10重量
%を廃水にスラリー状に懸濁させ、使用する。流動床に
おける実用上の操作に当つては触媒を廃水中にスラリー
状に懸濁させた状態で反応塔に供給し、反応終了後排出
させた処理済廃水から触媒を沈降、遠心分離等の適当な
方法で分離回収し、再度使用する。従つて処理済廃水か
らの触媒分離の容易さを考慮すれば、流動床に使用する
触媒の粒度は約0.15〜約0.5mm程度とすることが
より好ましい。
The catalytically active component used in the wet oxidative decomposition of the present invention includes ruthenium, rhodium, palladium, osmium,
Examples thereof include iridium, platinum, gold, and water-insoluble or sparingly soluble compounds thereof, and one or more of these may be used. Examples of the insoluble or sparingly soluble compound include ruthenium dichloride, platinum dichloride, ruthenium sulfide and rhodium sulfide. These catalytically active components are known single-system or composite-system carriers such as titania, zirconia, titania-zirconia, alumina, silica, alumina-silica, activated carbon, or nickel, nickel-chromium, nickel. It is used by supporting it on a carrier such as a porous metal body of chromium-aluminum, nickel-chromium-iron or the like. The supported amount is usually 0.05 to 25% of the weight of the carrier, preferably 0.5 to 3%. The catalyst can be used in a state of being supported on a carrier having a known form such as a sphere, a pellet, a column, a crushed piece, a powder, and a honeycomb. In the case of a fixed bed, the volume of the reaction tower is such that the space velocity of the liquid is 0.5 to 101 / hr (empty tower standard), and more preferably 1 to 51 / hr (empty tower standard). good. The size of the catalyst used in the fixed bed is usually about 3-5.
It is 0 mm, more preferably about 5 to 25 mm. In the case of a fluidized bed, an amount capable of forming a fluidized bed in the reaction tower, usually 0.5 to 20% by weight, more preferably 0.5 to 10% by weight, is suspended in waste water in a slurry form, use. For practical operation in a fluidized bed, the catalyst is suspended in slurry in a state of slurry and supplied to the reaction tower, and after the reaction is completed, the catalyst is appropriately settled from the treated wastewater discharged by centrifugal separation or the like. Separate and collect by various methods, and reuse. Therefore, considering the ease of separating the catalyst from the treated wastewater, the particle size of the catalyst used in the fluidized bed is more preferably about 0.15 to about 0.5 mm.

本発明で酸素源として使用するガスとしては、空気、酸
素富化空気、酸素、更には不純物としてシアン化水素、
硫化水素、アンモニア、硫黄酸化物、有機硫黄化合物、
窒素酸化物、炭化水素等の少なくとも1種を含有する酸
素含有廃ガスが挙げられる。これ等ガスの供給量は、ア
ンモニア又はアンモニアとCOD成分とを加えた廃水中
に存在するアンモニア、有機性物質及び無機性物質を湿
式酸化分解するに必要な理論酸素量を基準として定めら
れ、通常理論酸素量の1〜1.5倍量より好ましくは理
論酸素量の1.05〜1.2倍の酸素が反応系に存在す
る様にする。酸素源として酸素含有廃ガスを使用する場
合には、ガス中の有害成分も同時に分解無害化される。
酸素含有ガスは、一度に供給しても良く或いは複数回に
分けて供給しても良い。
The gas used as the oxygen source in the present invention includes air, oxygen-enriched air, oxygen, and hydrogen cyanide as an impurity.
Hydrogen sulfide, ammonia, sulfur oxides, organic sulfur compounds,
An oxygen-containing waste gas containing at least one kind of nitrogen oxides, hydrocarbons and the like can be mentioned. The supply amount of these gases is determined on the basis of the theoretical oxygen amount necessary for wet oxidative decomposition of ammonia, organic substances and inorganic substances existing in the wastewater containing ammonia or ammonia and COD components, and is usually set. 1 to 1.5 times the stoichiometric amount of oxygen, more preferably 1.05 to 1.2 times the stoichiometric amount of oxygen is present in the reaction system. When an oxygen-containing waste gas is used as an oxygen source, harmful components in the gas are decomposed and rendered harmless at the same time.
The oxygen-containing gas may be supplied at once, or may be supplied in multiple times.

COD成分の添加量は、廃水中に含まれるNOイオン
1モルに対し、等モル以下、より好ましくは0.1〜
0.5モル程度である。
The amount of the COD component added is equal to or less than 1 mole of NO 3 ions contained in the waste water, more preferably 0.1 to 3.
It is about 0.5 mol.

反応時の温度は、通常100〜370℃、より好ましく
は200〜300℃とする。反応時の温度が高い程、N
イオン及びNO イオンの除去率が高まり且つ
反応塔内での廃水の滞留時間も短縮されるが、反面に於
て設備費が大となるので、廃水の種類、要求される処理
の程度、運転費、建設費等を総合的に考慮して定めれば
良い。従つて反応時の圧力は、最低限所定温度に於て廃
水が液相を保つ圧力であれば良い。
The temperature during the reaction is usually 100 to 370 ° C, more preferably 200 to 300 ° C. The higher the temperature during the reaction, the more N
Although the removal rate of H 4 + ions and NO 3 ions is increased and the retention time of waste water in the reaction tower is shortened, on the other hand, the equipment cost is large, so the type of waste water and the required treatment It should be determined by comprehensively considering the degree, operating cost, construction cost, etc. Therefore, the pressure at the time of reaction may be a pressure at which the wastewater maintains a liquid phase at a minimum predetermined temperature.

上記の割合でCOD成分を加えたNHNO含有廃水
に更にアンモニアを加えて 1<NH−N/NO−N≦5(モル比)とした廃水
を湿式熱分解する場合の反応条件も上記と同様で良い。
Reaction conditions for wet pyrolysis of waste water containing NH 4 NO 3 containing COD components at the above ratio and adding ammonia to 1 <NH 3 −N / NO 3 −N ≦ 5 (molar ratio). May be the same as above.

尚、本発明においては、COD成分源或いはCOD成分
とアンモニア源としては、フェノール、メタノール、ア
ンモニア水及びこれ等を含む各種の廃水を使用すること
が出来る。この場合には、コークス炉プラント並びに石
炭のガス化及び液化プラントで副生するガス液、これ等
プラントでのガス精製に伴つて生ずる各種廃水、湿式脱
硫塔及び湿式脱シアン塔からの廃水、含油廃水、活性汚
泥処理水、沈降活性汚泥、化学工場廃水、石油工場廃
水、し尿、下水、下水汚泥等を同時に処理することが出
来る。
In the present invention, phenol, methanol, aqueous ammonia, and various wastewaters containing these can be used as the COD component source or the COD component and ammonia source. In this case, a gas liquid produced as a by-product in a coke oven plant and a coal gasification and liquefaction plant, various wastewaters generated by gas refining in these plants, wastewaters from wet desulfurization towers and wet decyanization towers, oil-containing oils. Wastewater, activated sludge treated water, sedimented activated sludge, chemical factory wastewater, oil factory wastewater, night soil, sewage, sewage sludge, etc. can be treated at the same time.

発明の効果 本発明によれば、NHNOを高濃度で含有する廃水
を効率良く処理し、NH イオン及びNO イオン
濃度を大幅に低下させることが出来る。従つて、例え
ば、ウラン原料の処理工程又は使用済みウラン燃料の再
処理工程から排出され、NHNO濃度が10%以上
にも達することがある廃水等の処理を簡易な設備により
容易に行なうことが出来る。
EFFECTS OF THE INVENTION According to the present invention, wastewater containing NH 4 NO 3 at a high concentration can be efficiently treated, and the NH 4 + ion and NO 3 ion concentrations can be significantly reduced. Therefore, for example, the waste water discharged from the uranium raw material processing step or the spent uranium fuel reprocessing step and having an NH 4 NO 3 concentration of 10% or more can be easily treated with simple equipment. You can

実施例 以下実施例及び比較例を示し、本発明の特徴とするとこ
ろをより一層明らかにする。
Examples Hereinafter, examples and comparative examples will be shown to further clarify the features of the present invention.

比較例1 pH10、NHNO濃度10% (NH−N/NO−N=1)の廃水100mを容
量300mのステンレススチール製オートクレーブに
収容し、250℃で60分間湿式酸化処理した。尚、反
応器には、処理に先立つて空気が封入されており、これ
はアンモニア、有機性物質及び無機性物質を分解するに
必要な理論酸素量の約1.1倍に相当する酸素を含有し
ていた。又、該反応器には、チタニア担体にルテニウム
1重量%を担持させた径5mmの触媒10gが充填されて
いた。
Comparative Example 1 100 m of waste water having a pH of 10 and an NH 4 NO 3 concentration of 10% (NH 3 —N / NO 3 —N = 1) was placed in a stainless steel autoclave having a capacity of 300 m, and wet oxidation treatment was performed at 250 ° C. for 60 minutes. The reactor is filled with air prior to the treatment, which contains about 1.1 times the theoretical amount of oxygen required for decomposing ammonia, organic substances and inorganic substances. Was. Further, the reactor was filled with 10 g of a catalyst having a diameter of 5 mm and having 1 wt% of ruthenium supported on a titania carrier.

NH 、NO 及び全窒素成分の分解率を実施例1
〜2及び比較例2の結果とともに第1表に示す。
The decomposition rates of NH 4 + , NO 3 −, and total nitrogen components are shown in Example 1.
2 and the results of Comparative Example 2 are shown in Table 1.

実施例1 比較例1で処理したと同様のNHNO含有廃水に所
定量のNHOHを加えてNH−N/NO−N(モ
ル比)を調整した後、比較例1と同様にして湿式酸化処
理に供した。
Example 1 After adjusting the NH 3 —N / NO 3 —N (molar ratio) by adding a predetermined amount of NH 4 OH to the same NH 4 NO 3 containing wastewater as that treated in Comparative Example 1, the comparative example 1 and Similarly, it was subjected to a wet oxidation treatment.

比較例2 ルテニウム担持触媒に代えてチタニア担体にパラジウム
1重量%を担持させた径5mmの触媒を使用する以外は比
較例1と同様にして廃水の処理を行なつた。
Comparative Example 2 Waste water was treated in the same manner as in Comparative Example 1 except that a catalyst having a diameter of 5 mm in which 1% by weight of palladium was supported on a titania carrier was used instead of the ruthenium-supported catalyst.

実施例2 ルテニウム触媒に代えて比較例2で使用したと同様のパ
ラジウム触媒を使用する以外は実施例1と同様にしてN
NO含有廃水の湿式酸化処理を行なつた。
Example 2 The same procedure as in Example 1 was repeated except that the same palladium catalyst as that used in Comparative Example 2 was used instead of the ruthenium catalyst.
Wet oxidation treatment of H 4 NO 3 -containing wastewater was performed.

実施例3 NHNO濃度10%の廃水にNHOHを加えてN
−N/NO−N=2(モル比)とした液(pH1
0)を空間速度1.331/hr(空塔基準)として高ニツ
ケル鋼製円筒型反応器下部に供給しつつ、空気を空間速
度1921/hr(空塔基準、標準状態換算)として該反応
器下部に供給して湿式酸化処理を行なつた。液の質量速
度は、3.08ton/m2・hrであり、供給空気は、アン
モニア、有機性物質及び無機性物質を分解するに必要な
理論酸素量の約1.15倍に相当する酸素を含有してい
た。又、反応器には、チタニア担体にパラジウム2重量
%を担持させた径5mmの球形触媒が充填されており、熱
処理は、温度250℃、圧力70kg/cm2の条件下に行
なわれた。
Example 3 NH 4 OH was added to waste water having a NH 4 NO 3 concentration of 10% to obtain N.
H 3 -N / NO 3 -N = 2 ( molar ratio) and liquid (pH 1
0) is supplied to the lower part of the high nickel steel cylindrical reactor at a space velocity of 1.331 / hr (empty tower standard), while the air is at a space velocity of 1921 / hr (empty tower standard, standard state conversion). It was supplied to the lower part and a wet oxidation treatment was performed. The mass velocity of the liquid is 3.08 ton / m 2 · hr, and the supply air contains ammonia, which corresponds to about 1.15 times the theoretical oxygen amount necessary to decompose the organic substance and the inorganic substance. Contained. Further, the reactor was filled with a spherical catalyst having a diameter of 5 mm in which 2% by weight of palladium was supported on a titania carrier, and the heat treatment was carried out at a temperature of 250 ° C. and a pressure of 70 kg / cm 2 .

反応を終えた気液混合相を熱回収に供した後、気液分離
器に導き、分離された気相及び液相をそれぞれ間接冷却
後、系外に取り出した。
The gas-liquid mixed phase that had undergone the reaction was subjected to heat recovery and then introduced into a gas-liquid separator, and the separated gas phase and liquid phase were indirectly cooled and then taken out of the system.

第2表にNH、NO及び全窒素成分の分解率を実施
例4の結果とともに示す。
Table 2 shows the decomposition rates of NH 3 , NO 3 and total nitrogen components together with the results of Example 4.

尚、気相中には、NO及びSOは検出されなかつ
た。
In addition, NO x and SO x were not detected in the gas phase.

実施例4 NHNO濃度10%の廃水にNHOHを加えてN
−N/NO−N=2(モル比)とした液(pH1
0)を空間速度0.51/hr(空塔基準)として高ニツケ
ル鋼製円筒型反応器下部に供給しつつ、空気を空間速度
721/hr(空塔基準、標準状態換算)として該反応器下
部に供給して湿式酸化処理を行なつた。液の質量速度
は、1.16ton/m2・hrであり、供給空気は、アンモ
ニア、有機性物質及び無機性物質を分解するに必要な理
論酸素量の約1.1倍に相当する酸素を含有していた。
又、反応器には、チタニア担体にパラジウム2重量%を
担持させた径5mmの球形触媒が充填されており、湿式酸
化処理は、温度200℃、圧力45kg/cm2の条件下に
行なわれた。
Example 4 NH 4 OH was added to waste water having a NH 4 NO 3 concentration of 10% to obtain N 4.
H 3 -N / NO 3 -N = 2 ( molar ratio) and liquid (pH 1
0) is supplied to the lower part of the high nickel steel cylindrical reactor at a space velocity of 0.51 / hr (empty tower standard), while the air is at a space velocity of 721 / hr (empty tower standard, standard state conversion). It was supplied to the lower part and a wet oxidation treatment was performed. The mass velocity of the liquid is 1.16 ton / m 2 · hr, and the supply air contains ammonia, which is equivalent to about 1.1 times the theoretical oxygen amount required to decompose organic substances and inorganic substances. Contained.
Further, the reactor was filled with a spherical catalyst having a diameter of 5 mm in which 2% by weight of palladium was supported on a titania carrier, and the wet oxidation treatment was carried out under the conditions of a temperature of 200 ° C. and a pressure of 45 kg / cm 2 . .

反応を終えた気液混合相を熱回収に供した後、気液分離
器に導き、分離された気相及び液相をそれぞれ間接冷却
後、系外に取り出した。
The gas-liquid mixed phase that had undergone the reaction was subjected to heat recovery and then introduced into a gas-liquid separator, and the separated gas phase and liquid phase were indirectly cooled and then taken out of the system.

気相中には、NO及びSOは検出されなかつた。No NO x and SO x were detected in the gas phase.

比較例3 COD成分/NO−N=0.5(モル比)となる様に
OHを加えたpH10のNHNO含有廃水
(NH−N/NO−N=1)100mを容量30
0mのステンレススチール製オートクレーブに収容
し、250℃で60分間湿式酸化処理した。尚、反応器
には、アンモニア、有機性物質及び無機性物質を分解す
るに必要な理論酸化量の約1.1倍に相当する酸素を含
有する空気が封入されていた。又、該反応器には、チタ
ニア担体にルテニウム2重量%を担持させた径5mmの触
媒10gが充填されていた。
Comparative Example 3 pH 4 NH 4 NO 3 -containing wastewater (NH 3 —N / NO 3 —N = 1) to which C 6 H 5 OH was added so that COD component / NO 3 —N = 0.5 (molar ratio). ) 100m capacity 30
It was housed in a 0 m stainless steel autoclave and subjected to wet oxidation treatment at 250 ° C. for 60 minutes. The reactor was filled with air containing oxygen equivalent to about 1.1 times the theoretical amount of oxidation required to decompose ammonia, organic substances and inorganic substances. Further, the reactor was filled with 10 g of a catalyst having a diameter of 5 mm in which 2% by weight of ruthenium was supported on a titania carrier.

第3表に本比較例及び実施例5におけるNH、N
、COD成分及び全窒素成分の分解率を示す。
Table 3 shows NH 3 , N in the present Comparative Example and Example 5.
O 3, shows the degradation rate of the COD components and total nitrogen components.

実施例5 比較例3と同様のNHNO含有廃水に所定量のNH
OHを加えてNH−N/NO−N(モル比)を調
整した後、比較例3と同様にして湿式酸化処理に供し
た。
Example 5 The same amount of NH 4 NO 3 containing wastewater as in Comparative Example 3 was used.
After adding 4 OH to adjust NH 3 —N / NO 3 —N (molar ratio), it was subjected to a wet oxidation treatment in the same manner as in Comparative Example 3.

比較例4 ルテニウム担持触媒に代えてチタニア担体にパラジウム
2重量%を担持させた径5mmの触媒を使用する以外は比
較例3と同様にして廃水の処理を行なつた。
Comparative Example 4 Waste water was treated in the same manner as in Comparative Example 3 except that a catalyst having a diameter of 5 mm in which 2% by weight of palladium was supported on a titania carrier was used in place of the ruthenium-supported catalyst.

実施例6 ルテニウム触媒に代えて比較例4で使用したと同様のパ
ラジウム触媒を使用し且つNH−N/NO−Nのモ
ル比を変える以外は比較例4と同様にしてNHNO
含有廃水湿式酸化処理を行なつた。
Example 6 NH 4 NO 3 was used in the same manner as in Comparative Example 4 except that the same palladium catalyst as that used in Comparative Example 4 was used instead of the ruthenium catalyst and the NH 3 —N / NO 3 —N molar ratio was changed.
Wet oxidation treatment of contained wastewater was performed.

実施例7〜13 パラジウム−チタニア触媒に代えて第4表に示す触媒活
性成分と担体との組合わせを使用する以外は実施例1と
同様にして硝酸アンモニウム含有廃水の湿式酸化分解を
行なった。
Examples 7 to 13 Wet oxidative decomposition of ammonium nitrate-containing wastewater was carried out in the same manner as in Example 1 except that the combination of the catalytically active component and the carrier shown in Table 4 was used instead of the palladium-titania catalyst.

第5表にNH、NO及び全窒素成分(T−Nとす
る)の分解率を示す。
Table 5 shows the decomposition rates of NH 3 , NO 3, and total nitrogen components (denoted by TN).

フロントページの続き (72)発明者 土井 康史 大阪府大阪市東区平野町5丁目1番地 大 阪瓦斯株式会社内 (56)参考文献 特公 昭56−42992(JP,B2) 特公 昭59−19757(JP,B2) 特公 昭58−27999(JP,B2)Continuation of the front page (72) Inventor Yasushi Doi 5-1, Hirano-cho, Higashi-ku, Osaka-shi, Osaka (Osaka Gas Co., Ltd.) (56) (JP, B2) Japanese Patent Publication Sho 58-27999 (JP, B2)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】アンモニアを加えた硝酸アンモニウム含有
廃水をルテニウム、ロジウム、パラジウム、オスミウ
ム、イリジウム、白金及び金並びにこれ等の不溶性乃至
難溶性の化合物の少なくとも1種を活性成分とする担持
触媒の存在下且つ廃水中のアンモニア、有機性物質及び
無機性物質を窒素、水及び炭酸ガスにまで分解するに必
要な理論酸素量の1〜1.5倍量の酸素の存在下にpH3
〜11.5、温度100〜370℃で湿式酸化すること
を特徴とする硝酸アンモニウム含有廃水の処理方法。
1. In the presence of a supported catalyst containing ammonium nitrate-containing wastewater containing ammonia as an active ingredient, at least one of ruthenium, rhodium, palladium, osmium, iridium, platinum and gold, and insoluble or sparingly soluble compounds thereof. In addition, pH 3 in the presence of 1 to 1.5 times the theoretical amount of oxygen required to decompose ammonia, organic substances and inorganic substances in waste water into nitrogen, water and carbon dioxide gas.
~ 11.5, a method of treating ammonium nitrate-containing wastewater, characterized by performing wet oxidation at a temperature of 100 to 370 ° C.
【請求項2】アンモニア及びCOD成分を加えた硝酸ア
ンモニウム含有廃水をルテニウム、ロジウム、パラジウ
ム、オスミウム、イリジウム、白金及び金並びにこれ等
の不溶性乃至難溶性の化合物の少なくとも1種を活性成
分とする担持触媒の存在下に且つ廃水中のアンモニア、
有機性物質及び無機性物質を窒素、水及び炭酸ガスにま
で分解するに必要な理論酸素量の1〜1.5倍量の酸素
の存在下にpH3〜11.5、温度100〜370℃で湿
式酸化することを特徴とする硝酸アンモニウム含有廃水
の処理方法。
2. A supported catalyst comprising ammonium nitrate-containing wastewater containing ammonia and COD components as an active ingredient of at least one of ruthenium, rhodium, palladium, osmium, iridium, platinum and gold and insoluble or sparingly soluble compounds thereof. Ammonia in the presence of and in the wastewater,
At a pH of 3 to 11.5 and a temperature of 100 to 370 ° C. in the presence of 1 to 1.5 times the theoretical oxygen amount necessary to decompose organic substances and inorganic substances into nitrogen, water and carbon dioxide gas. A method for treating ammonium nitrate-containing wastewater, which comprises wet oxidation.
JP60064231A 1985-03-28 1985-03-28 Method of treating wastewater containing ammonium nitrate Expired - Lifetime JPH0647101B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60064231A JPH0647101B2 (en) 1985-03-28 1985-03-28 Method of treating wastewater containing ammonium nitrate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60064231A JPH0647101B2 (en) 1985-03-28 1985-03-28 Method of treating wastewater containing ammonium nitrate

Publications (2)

Publication Number Publication Date
JPS61222589A JPS61222589A (en) 1986-10-03
JPH0647101B2 true JPH0647101B2 (en) 1994-06-22

Family

ID=13252137

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60064231A Expired - Lifetime JPH0647101B2 (en) 1985-03-28 1985-03-28 Method of treating wastewater containing ammonium nitrate

Country Status (1)

Country Link
JP (1) JPH0647101B2 (en)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5642992A (en) * 1979-09-14 1981-04-21 Matsushita Electric Works Ltd Discharge lamp circuit
JPS5742391A (en) * 1980-08-27 1982-03-09 Ichiro Teraoka Sealed body containing activated aluminum plate
JPS5827999A (en) * 1981-08-13 1983-02-18 Nippon Paint Co Ltd Temporary rust preventing treatment prior to electrodeposition painting
JPS5919757A (en) * 1982-07-22 1984-02-01 Sony Corp Friction drive gear for rotary body
JPS5929317A (en) * 1982-08-10 1984-02-16 桑井 薫 Photoelectric microswitch for converting mechanical signal into light signal

Also Published As

Publication number Publication date
JPS61222589A (en) 1986-10-03

Similar Documents

Publication Publication Date Title
US4294706A (en) Process for treating waste water
US4654149A (en) Process for treating ammonium nitrate-containing waste water
JP2628089B2 (en) Wastewater treatment method
JPS5919757B2 (en) Wastewater treatment method
US4004995A (en) Process for removing nitrogen oxides and sulfur dioxide from effluent gases
GB2043045A (en) Process for treating ammonia- containing waste water
EP0667179A1 (en) Method for desulfurizing exhaust smoke
JPH0691992B2 (en) Treatment method of wastewater containing high concentration ammonium nitrate
JPH0691991B2 (en) Treatment method of wastewater containing high concentration ammonium nitrate
JPH0647101B2 (en) Method of treating wastewater containing ammonium nitrate
JPH0645026B2 (en) Method of treating wastewater containing ammonium nitrate
JPH0716663B2 (en) Treatment method of wastewater containing high concentration ammonium nitrate
JPS5827999B2 (en) Wet oxidation treatment method for wastewater
JPH0645025B2 (en) Method of treating wastewater containing ammonium nitrate
JPH0647100B2 (en) Method of treating wastewater containing ammonium nitrate
JP2969467B2 (en) Treatment method for wastewater containing ammonium nitrate
JP2899719B2 (en) Treatment method for wastewater containing ammonium nitrate
JP2969478B2 (en) Treatment method for wastewater containing ammonium nitrate
JPH0454512B2 (en)
JPH0645028B2 (en) Method of treating wastewater containing ammonium nitrate
JPH0454515B2 (en)
JPH0461987A (en) Treatment of waste water containing ammonium nitrate
JPH0696151B2 (en) Treatment method of wastewater containing high concentration ammonium nitrate
JP2969477B2 (en) Treatment method for wastewater containing ammonium nitrate
JPS5834080A (en) Treatment of acid-digested waste liquid