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JP2947684B2 - Nitrogen removal equipment - Google Patents

Nitrogen removal equipment

Info

Publication number
JP2947684B2
JP2947684B2 JP33380192A JP33380192A JP2947684B2 JP 2947684 B2 JP2947684 B2 JP 2947684B2 JP 33380192 A JP33380192 A JP 33380192A JP 33380192 A JP33380192 A JP 33380192A JP 2947684 B2 JP2947684 B2 JP 2947684B2
Authority
JP
Japan
Prior art keywords
nitrogen
water
biological
nitrite
gas
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP33380192A
Other languages
Japanese (ja)
Other versions
JPH06154787A (en
Inventor
ふで子 角田
春樹 明賀
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.)
ORUGANO KK
Original Assignee
ORUGANO KK
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 ORUGANO KK filed Critical ORUGANO KK
Priority to JP33380192A priority Critical patent/JP2947684B2/en
Publication of JPH06154787A publication Critical patent/JPH06154787A/en
Application granted granted Critical
Publication of JP2947684B2 publication Critical patent/JP2947684B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Catalysts (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は例えば飲料用原水や下排
水中に含まれる硝酸態窒素を除去する装置に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for removing nitrate nitrogen contained in, for example, raw drinking water and sewage.

【0002】[0002]

【従来の技術】近年飲料用原水、特に井水中の酸化態窒
素濃度が高くなっており、例えば硝酸態窒素濃度が飲料
用基準である10mgN/リットルを超す場合も多くなってい
る。このような酸化態窒素の上昇原因としては、農地へ
の窒素肥料の施肥が自然環境中で硝化されることが主と
してあげられる。
2. Description of the Related Art In recent years, the concentration of nitrogen oxides in drinking water, especially well water, has increased. For example, the concentration of nitrate nitrogen has often exceeded 10 mg N / liter, which is the standard for drinking. The main cause of such an increase in oxidized nitrogen is mainly that nitrification of a fertilizer applied to agricultural land is nitrified in a natural environment.

【0003】酸化態窒素はメトヘモグロビン血症原因物
質として知られ、また強力な変異原性物質であるN−ニ
トロソ化合物の前駆物質でもある。このように、酸化態
窒素はヒトに重大な健康障害をもたらす物質であり、特
に飲用に供する水中からの除去が必要とされている。
[0003] Nitric oxide is known as a methemoglobinemia-causing substance and is also a precursor of N-nitroso compounds, which are powerful mutagenic substances. As described above, nitric oxide is a substance that causes serious health problems in humans, and in particular, needs to be removed from drinking water.

【0004】従来の除去技術としては、陰イオン交換樹
脂を用いたイオン交換法が、代表的な方法としてあげら
れるが、当該方法は水中の酸化態窒素を濃縮除去するも
のであり、濃縮液の処理が必要となり、根本的な酸化態
窒素の除去方法とはいえない。
[0004] As a conventional removal technique, an ion exchange method using an anion exchange resin can be mentioned as a typical method. This method is to concentrate and remove oxidized nitrogen in water. This requires a treatment and cannot be said to be a fundamental method for removing nitrogen oxides.

【0005】別の除去技術として、生物学的処理法があ
る。これには水素供与体としてエタノール、酢酸等の有
機物を用いる従属栄養性細菌による方法、水素供与体と
して水素ガスを用いる独立栄養性細菌による方法等があ
げられる。これらの方法は、水中の酸化態窒素を下記化
学反応式により無害な窒素ガスにするものであり、根本
的な酸化態窒素の除去方法である。
Another removal technique is biological treatment. Examples of the method include a method using heterotrophic bacteria using an organic substance such as ethanol and acetic acid as a hydrogen donor, and a method using autotrophic bacteria using hydrogen gas as a hydrogen donor. These methods convert oxidized nitrogen in water into harmless nitrogen gas by the following chemical reaction formula, and are a fundamental method for removing oxidized nitrogen.

【0006】・従属栄養性細菌による反応(水素供与
体:エタノール) 6NO3 - +C2 5 OH→6NO2 - +2CO2 +3H2 O … 6NO2 - +C2 5 OH→3N2 +2CO2 +3H2 O+6OH-
Reaction by heterotrophic bacteria (hydrogen donor: ethanol) 6NO 3 + C 2 H 5 OH → 6NO 2 + 2CO 2 + 3H 2 O 6NO 2 + C 2 H 5 OH → 3N 2 + 2CO 2 + 3H 2 O + 6OH - ...

【0007】・独立栄養性細菌による反応 2NO3 - +2H2 →2NO2 - +2H2 O … 2NO2 - +3H2 →N2 +2H2 O+2OH- [0007] - autotrophic bacteria by the reaction 2NO 3 - + 2H 2 → 2NO 2 - + 2H 2 O ... 2NO 2 - + 3H 2 → N 2 + 2H 2 O + 2OH - ...

【0008】[0008]

【発明が解決しようとする課題】しかしながら、生物学
的処理法にも以下のような問題点がある。すなわち硝酸
態窒素を生物学的処理法で、窒素にほぼ完全に分解しよ
うとすると、生物学的処理の常として反応速度が通常の
化学反応に較べて遅いために容積負荷をかなり低く抑え
なければならず、装置の容量が大きくなり、一方高い容
積負荷をかけるためには、微生物の量を多くしなければ
ならないが、実際にはそれ程容易ではない。
However, the biological treatment method also has the following problems. In other words, when trying to almost completely decompose nitrate nitrogen to nitrogen by a biological treatment method, the reaction rate is slower than usual chemical reaction as usual in biological treatment, so the volume load must be kept fairly low. On the other hand, in order to increase the capacity of the apparatus and to apply a high volume load, the amount of microorganisms must be increased, but it is not so easy in practice.

【0009】また亜硝酸態窒素からの還元反応(化学反
応式あるいは)は、微生物の状態が良ければ問題は
ないが、馴養時間の不足や反応条件の変動時には、前記
反応が進まず、亜硝酸態窒素の蓄積が起こり、処理水中
に検出されることになり好ましくない。
[0009] The reduction reaction (chemical reaction or) from nitrite nitrogen is not a problem if the condition of the microorganisms is good, but the reaction does not proceed when the acclimatization time is insufficient or the reaction conditions fluctuate. Unnecessary accumulation of nitrogen occurs in the treated water, which is not preferable.

【0010】本発明は、生物学的処理法における上記問
題点を解決するものであり、装置容量を小さくし、かつ
飲用に適したあるいは河川等に放流しても何ら問題のな
い安全な水を常に供給できる窒素除去装置を提供するこ
とを目的とするものである。
The present invention solves the above-mentioned problems in the biological treatment method, and reduces the capacity of the apparatus and supplies safe water suitable for drinking or having no problem even if discharged to rivers. It is an object of the present invention to provide a nitrogen removing device that can always supply.

【0011】[0011]

【課題を解決するための手段】上記目的を達成するため
になされた本発明は、水中の硝酸態窒素を水素供与体の
存在下に微生物を用いて生物学的に分解し、積極的に亜
硝酸態窒素を生成させる生物学的手段と水中の亜硝酸態
窒素を水素ガスの存在下に水素添加触媒を用いて窒素ガ
スに還元する化学的手段とを備え、前記生物学的手段の
下流に前記化学的手段を配置接続したことを特徴とする
窒素除去装置を要旨とするものである。
Means for Solving the Problems The present invention has been made to achieve the above-mentioned object. The present invention provides a method for biologically decomposing nitrate nitrogen in water using a microorganism in the presence of a hydrogen donor. A biological means for producing nitrate nitrogen and a chemical means for reducing nitrite nitrogen in water to nitrogen gas using a hydrogenation catalyst in the presence of hydrogen gas, and downstream of the biological means A gist of the present invention is a nitrogen removing device in which the chemical means are arranged and connected.

【0012】本発明において「水中の硝酸態窒素を水素
供与体の存在下において微生物を用いて生物学的に分解
し、積極的に亜硝酸態窒素を生成させる」とは、硝酸態
窒素をほぼ完全に窒素ガスに分解させるのではなく、前
記した反応をできるだけ亜硝酸態窒素生成の段階までで
留めること、すなわち、従属栄養性細菌を用いる場合は
前記の式の反応、独立栄養性細菌を用いる場合は前記
の式の反応が専ら進行するように制御することを意味
する。
In the present invention, "the biological decomposition of nitrate nitrogen in water using a microorganism in the presence of a hydrogen donor to actively produce nitrite nitrogen" means that the nitrate nitrogen is substantially converted into water. Instead of completely decomposing to nitrogen gas, the above reaction should be stopped as far as possible at the stage of nitrite nitrogen generation, that is, when using heterotrophic bacteria, the reaction of the above formula, using autotrophic bacteria In this case, it means that the reaction of the above formula is controlled so as to proceed exclusively.

【0013】そして、硝酸態窒素の分解反応を亜硝酸態
窒素生成の段階で止めて良いのであれば、硝酸態窒素を
生物学的手段によってほぼ完全に窒素ガスに分解する場
合に較べて装置の容積負荷を著しく高くすることがで
き、したがって生物学的反応槽の容量を小さくすること
ができる。
[0013] If the decomposition reaction of nitrate nitrogen can be stopped at the stage of nitrite nitrogen generation, compared to the case where nitrate nitrogen is almost completely decomposed into nitrogen gas by biological means, the use of an apparatus can be improved. The volume loading can be significantly increased, and thus the volume of the biological reactor can be reduced.

【0014】なお、生物学的手段における窒素負荷を高
くし、硝酸態窒素の分解反応を亜硝酸態窒素生成の段階
に留めて良いのであれば、供給する水素供与体の量も前
記の式またはの式から計算される化学当量だけで十
分である。
If the nitrogen load in the biological means can be increased and the decomposition reaction of nitrate nitrogen can be stopped at the stage of nitrite nitrogen generation, the amount of the hydrogen donor to be supplied can also be represented by the above formula or The chemical equivalent calculated from the formula is sufficient.

【0015】一方、上記生物学的手段で生成した亜硝酸
態窒素は、後段の化学的手段において水素添加触媒の触
媒作用によって速やかに窒素ガスに分解される。この反
応は、触媒による化学反応であって、瞬時に進行するか
ら、装置としては極めて小型なものとすることができ
る。したがって、生物学的手段と化学的手段との両手段
を必要とするといっても、硝酸態窒素を生物学的手段単
独でほぼ完全に窒素ガスに分解する場合よりも装置全体
としては小規模な装置で済み、かつ好ましくない亜硝酸
態窒素を化学的手段によって完全に分解、除去すること
ができる。
On the other hand, nitrite nitrogen generated by the above biological means is rapidly decomposed into nitrogen gas by the catalytic action of the hydrogenation catalyst in the subsequent chemical means. Since this reaction is a chemical reaction using a catalyst and proceeds instantaneously, the apparatus can be made extremely small. Therefore, even if both biological means and chemical means are required, the entire apparatus is smaller than the case where nitrate nitrogen is almost completely decomposed into nitrogen gas by the biological means alone. It is possible to completely decompose and remove undesired nitrite nitrogen by a chemical means using an apparatus.

【0016】本発明において採用される生物学的手段と
は、硝酸態窒素を含む原水と微生物とを水素供与体の存
在下に効率良く接触できる構造のものであればいかなる
ものでもよく、例えば槽内に活性炭、セラミックボール
等の粒状物や各種形状のプラスチック等の担体を充填
し、当該担体の表面に微生物を付着させて、処理するよ
うにしたいわゆる固定床式の反応装置や活性炭、セラミ
ックボール等の粒状物表面に微生物を付着させて流動さ
せながら処理するようにしたいわゆる流動床式の反応装
置等があげられる。
The biological means employed in the present invention may be any biological means having a structure that enables efficient contact between microorganisms and raw water containing nitrate nitrogen in the presence of a hydrogen donor. So-called fixed-bed reactors, activated carbon, ceramic balls, which are filled with granular materials such as activated carbon and ceramic balls, and carriers such as plastics of various shapes, and adhere microorganisms to the surface of the carriers for treatment. A so-called fluidized-bed type reaction apparatus or the like, in which microorganisms are adhered to the surface of a granular material and processed while being fluidized.

【0017】また本発明において採用される化学的手段
とは、水素ガスの存在下において、亜硝酸態窒素を含む
原水と水素添加触媒とを効率良く接触させ、下記化学反
応式により亜硝酸態窒素に水素を付加させることによ
り、窒素ガスと水とに分解するものである。 2NO2 - +3H2 →N2 +2H2 O+2OH- … ここで用いる触媒としては例えばパラジウム(Pd)、
ロジウム(Rh)、白金(Pt)等の金属があげられる
が、経済的な面及び還元力の点からパラジウムが好まし
い。接触方式としては、バッチ式でも連続式でもよい。
The chemical means employed in the present invention means that a raw water containing nitrite nitrogen and a hydrogenation catalyst are efficiently brought into contact with each other in the presence of hydrogen gas, and the nitrite nitrogen is obtained by the following chemical reaction formula. Is decomposed into nitrogen gas and water by adding hydrogen to the gas. 2NO 2 + 3H 2 → N 2 + 2H 2 O + 2OH .. As the catalyst used here, for example, palladium (Pd),
Metals such as rhodium (Rh) and platinum (Pt) can be mentioned, but palladium is preferable from the viewpoint of economical efficiency and reducing power. The contact system may be a batch system or a continuous system.

【0018】以下に本発明の実施態様を図面に基づいて
説明する。
An embodiment of the present invention will be described below with reference to the drawings.

【0019】図1は本発明の実施態様の一例を示すフロ
ーの説明図であり、生物学的反応槽(1)は下部に原水
供給ライン(2)と上部に生物処理水ライン(3)とが
連通されている。反応槽(1)内には、表面に従属栄養
性脱窒菌からなる微生物を予め付着させた活性炭担体
(5)を充填している。反応塔(7)は前記生物処理水
ライン(3)を介して生物学的反応槽(1)の下流に配
置接続した化学的反応塔であり、当該反応塔(7)は下
部に前記生物処理水ライン(3)が上部に最終処理水ラ
イン(6)が連通されている。反応塔(7)内には、粒
状のパラジウム触媒(9)を充填している。
FIG. 1 is an explanatory diagram of a flow showing an embodiment of the present invention. A biological reaction tank (1) has a raw water supply line (2) at a lower part and a biological treatment water line (3) at an upper part. Is communicated. The reaction tank (1) is filled with an activated carbon carrier (5) to which microorganisms composed of heterotrophic denitrifying bacteria have been attached in advance. The reaction tower (7) is a chemical reaction tower arranged and connected downstream of the biological reaction tank (1) via the biological treatment water line (3), and the reaction tower (7) is provided at the bottom thereof with the biological treatment tank (7). The water line (3) communicates with the final treated water line (6) at the top. The reaction tower (7) is filled with a granular palladium catalyst (9).

【0020】硝酸態窒素を含有する原水は、原水供給ラ
イン(2)を介して、反応槽(1)に流入する。なお、
原水供給ライン(2)に栄養源添加ライン(4)を連通
し、当該栄養源添加ライン(4)を介して原水中に、水
素供与体となる有機物(エタノール、酢酸など)か、更
に必要に応じて無機塩類等の栄養源が夫々添加される。
The raw water containing nitrate nitrogen flows into the reaction tank (1) via the raw water supply line (2). In addition,
A nutrient addition line (4) is connected to the raw water supply line (2), and an organic substance (ethanol, acetic acid, etc.) serving as a hydrogen donor is added to the raw water through the nutrient addition line (4), and if necessary. Nutrient sources such as inorganic salts are added accordingly.

【0021】上記活性炭担体(5)の表面には従属栄養
性脱窒菌からなる微生物を積極的に繁殖させており、当
該微生物の働きにより水中の硝酸態窒素を前出の化学反
応式により積極的に亜硝酸態窒素に還元し、その処理
水は生物処理水ライン(3)を介して後段のパラジウム
触媒(9)が充填された反応塔(7)にその下部より導
入される。導入された生物処理水は、反応塔(7)内を
上昇流で流れ、塔内に充填されているパラジウム触媒
(9)の働きにより反応塔(7)の下部に連通された水
素ガス供給ライン(8)を介して導入された水素ガスと
生物処理水中の亜硝酸態窒素が反応し、前出の化学反応
式により速やかに窒素ガスと水とに分解される。
Microorganisms composed of heterotrophic denitrifying bacteria are actively propagated on the surface of the activated carbon carrier (5), and nitrate nitrogen in water is actively promoted by the above-mentioned chemical reaction formula by the action of the microorganisms. The treated water is introduced from the lower part of the reaction tower (7) filled with the subsequent palladium catalyst (9) through the biological treated water line (3). The introduced biologically treated water flows through the reaction tower (7) in an upward flow, and a hydrogen gas supply line communicated with a lower portion of the reaction tower (7) by the action of a palladium catalyst (9) filled in the tower. The hydrogen gas introduced via (8) and the nitrite nitrogen in the biological treatment water react, and are rapidly decomposed into nitrogen gas and water by the above-mentioned chemical reaction formula.

【0022】硝酸態窒素が完全に除去された最終処理水
は、最終処理水ライン(6)を介して取り出される。ま
た分解によって生成された窒素ガスは塔(7)の上部に
設けたガス排出ライン(10)を介して外部に排出され
る。
The final treated water from which nitrate nitrogen has been completely removed is taken out through the final treated water line (6). The nitrogen gas generated by the decomposition is discharged outside through a gas discharge line (10) provided at the upper part of the tower (7).

【0023】なお、生物処理水ライン(3)の途中に精
密ろ過膜等の膜を用いた濁質分離手段を設置し、生物学
的反応槽(1)の生物処理水中に含まれる懸濁物質を除
去するようにしても良い。また、化学的反応塔(7)の
後段に空気曝気槽を設け、水中に残存する水素ガスの除
去や揮発性有機物の除去を行っても良い。
A turbidity separation means using a membrane such as a microfiltration membrane is installed in the middle of the biological treatment water line (3), and suspended substances contained in the biological treatment water in the biological reaction tank (1) are installed. May be removed. Further, an air aeration tank may be provided downstream of the chemical reaction tower (7) to remove hydrogen gas remaining in water or volatile organic substances.

【0024】図2は本発明の実施態様の別の例を示すフ
ローの説明図である。生物学的反応槽(1)は下部に原
水供給ライン(2)と水素ガス供給ライン(11)、上部
に生物処理水ライン(3)とが連通されている。反応槽
(1)内には表面に独立栄養性脱窒菌からなる微生物を
予め付着させた繊維状プラスチック担体(12)を充填し
ている。反応槽(15)は生物処理水ライン(3)を介し
て、生物学的反応槽(1)の下流に配置接続した化学的
反応槽であり、当該反応槽(15)は上部に前記生物処理
水ライン(3)及び最終処理水ライン(6)が夫々連通
されているとともに、当該反応槽(15)内には粉末状の
パラジウム触媒を浮遊させている。
FIG. 2 is an explanatory diagram of a flow showing another example of the embodiment of the present invention. The lower part of the biological reaction tank (1) communicates with a raw water supply line (2) and a hydrogen gas supply line (11), and the upper part communicates with a biological treatment water line (3). The inside of the reaction tank (1) is filled with a fibrous plastic carrier (12) to which microorganisms consisting of autotrophic denitrifying bacteria have been previously adhered. The reaction tank (15) is a chemical reaction tank arranged and connected downstream of the biological reaction tank (1) via a biological treatment water line (3), and the reaction tank (15) is provided at the top thereof with the biological treatment tank (15). The water line (3) and the final treated water line (6) are connected to each other, and a powdery palladium catalyst is suspended in the reaction tank (15).

【0025】硝酸態窒素を含有する原水は、原水供給ラ
イン(2)を介して反応槽(1)に流入し、また水素ガ
ス供給ライン(11)を経て水素供与体となる水素ガスが
供給される。なお、必要に応じて原水に無機塩類等の栄
養源を添加してもよい。
Raw water containing nitrate nitrogen flows into the reaction tank (1) through a raw water supply line (2), and hydrogen gas serving as a hydrogen donor is supplied through a hydrogen gas supply line (11). You. Note that a nutrient source such as inorganic salts may be added to the raw water as needed.

【0026】このように繊維状プラスチック担体(12)
の表面に独立栄養性脱窒菌からなる微生物を積極的に繁
殖させているので、当該微生物の働きにより、水中の硝
酸態窒素は前出の化学反応式により、積極的に亜硝酸
態窒素に還元され、当該処理水は生物処理水ライン
(3)を介して後段のパラジウム触媒(9)が浮遊して
いる反応槽(15)にその上部より導入される。
Thus, the fibrous plastic carrier (12)
Microorganisms consisting of autotrophic denitrifying bacteria are actively breeding on the surface of the water, so the nitrate nitrogen in the water is actively reduced to nitrite nitrogen by the above chemical reaction formula by the action of the microorganisms. Then, the treated water is introduced from the upper part through a biological treated water line (3) into a reaction tank (15) in which a subsequent palladium catalyst (9) is floating.

【0027】導入された生物処理水は反応槽(15)内の
パラジウム触媒(9)の働きにより、反応槽(15)の下
部に連通された水素ガス供給ライン(8)を介して導入
された水素ガスと生物処理水中の亜硝酸態窒素が反応
し、前出の化学反応式により、速やかに窒素ガスと水
とに分解される。このとき攪拌機(13)により被反応物
と触媒とが効率良く接触するように攪拌する。
The introduced biologically treated water is introduced through a hydrogen gas supply line (8) connected to the lower part of the reaction tank (15) by the action of the palladium catalyst (9) in the reaction tank (15). The hydrogen gas reacts with the nitrite nitrogen in the biological treatment water, and is rapidly decomposed into nitrogen gas and water by the above-mentioned chemical reaction formula. At this time, stirring is performed by the stirrer (13) so that the reactant and the catalyst come into efficient contact with each other.

【0028】硝酸態窒素が完全に除去された最終処理水
は、最終処理水ライン(6)を介して取り出される。ま
た、分解によって生成された窒素ガスは槽(15)の上部
に設けたガス排出ライン(10)を介して外部に排出され
る。なお、(14)はパラジウム触媒粒子が処理水中に流
出するのを防止するための阻流板である。
The final treated water from which nitrate nitrogen has been completely removed is taken out through a final treated water line (6). Further, the nitrogen gas generated by the decomposition is discharged outside through a gas discharge line (10) provided at the upper part of the tank (15). In addition, (14) is a baffle plate for preventing palladium catalyst particles from flowing out into treated water.

【0029】また、化学的反応槽(15)の後段に精密
ろ過膜等の膜を設置し、最終処理水と共に流出してくる
一部触媒を捕捉し、再び反応槽(15)に戻すようにし
てもよい。
Further, a membrane such as a microfiltration membrane is installed at the subsequent stage of the chemical reaction tank (15) so that a part of the catalyst flowing out together with the final treated water is captured and returned to the reaction tank (15). You may.

【0030】[0030]

【発明の効果】本発明によれば、生物学的手段における
容積負荷を高めることによって、あるいは水素供与体の
供給量を制限することによって原水中に含有されている
硝酸態窒素を生物学的手段によって積極的に亜硝酸態窒
素に還元し、その後段に設置した化学的手段によって生
成された亜硝酸態窒素を速やかに分解、除去することが
できるので、生物学的手段単独で水中の硝酸態窒素をほ
ぼ完全に窒素ガスに分解する場合に較べて、装置容量を
小型化することができ、かつ硝酸態窒素濃度が低く、酸
化態窒素の検出されない飲用に適した水を得ることがで
きる。
According to the present invention, in biological means,
By increasing the volumetric load, or
The nitrate nitrogen contained in the raw water is actively reduced to nitrite nitrogen by biological means by limiting the supply amount, and nitrite nitrogen generated by chemical means installed at the subsequent stage Can be rapidly decomposed and removed, so that the device capacity can be reduced and the nitrate state can be reduced as compared with the case where nitrate nitrogen in water is almost completely decomposed into nitrogen gas by biological means alone. Water suitable for drinking, which has a low nitrogen concentration and does not detect oxidized nitrogen, can be obtained.

【0031】[0031]

【実施例】次に本発明の実施例について以下に説明す
る。
Next, an embodiment of the present invention will be described below.

【0032】(実施例1):図1 容量1リットルの反応槽(1)内に、表面に従属栄養性
脱窒菌からなる微生物を予め着生させた活性炭担体
(5)を充填した。模擬原水として水道水中に試薬のK
NO3 を、水中の硝酸態窒素濃度が20mgN/リットルとな
るように、またKH2 PO4 を水中のリン濃度が 0.2mg
P/リットルとなるように添加したものを用いた。水素供
与体としてのエタノール量は、流入してくる硝酸態窒素
を亜硝酸態窒素に還元するのに必要な量の 1.2倍、すな
わち 13mg/リットルに制限して添加した。
(Example 1): FIG. 1 A reaction tank (1) having a capacity of 1 liter was filled with an activated carbon carrier (5) on which microorganisms composed of heterotrophic denitrifying bacteria had previously grown. Reagent K in tap water as simulated raw water
The NO 3, so that the nitrate nitrogen concentration in the water becomes 20MgN / liter, also with KH 2 PO 4 concentration of phosphorus in water 0.2mg
What was added so that it might become P / liter was used. The amount of ethanol as a hydrogen donor was limited to 1.2 times the amount required to reduce the inflowing nitrate nitrogen to nitrite nitrogen, that is, 13 mg / liter.

【0033】また、容量20mlの反応塔(7)内に直
径約1mmの粒状のPd−Al触媒(Pd含量5
%)5gを充填した。反応塔(7)へ供給する水素ガス
量は、反応槽(1)で硝酸態窒素が完全に亜硝酸態窒素
に還元された時の窒素量に対して窒素ガスに還元するの
に必要な量の3倍とした。また、槽内を中性付近にする
ため炭酸ガスを供給した。
A granular Pd—Al 2 O 3 catalyst (Pd content: 5 mm) having a diameter of about 1 mm was placed in a reaction column (7) having a capacity of 20 ml.
%) Was charged. The amount of hydrogen gas supplied to the reaction tower (7) is an amount necessary for reducing nitrate nitrogen to nitrogen gas with respect to the amount of nitrogen when nitrate nitrogen is completely reduced to nitrite nitrogen in the reaction tank (1). 3 times as large as Further, carbon dioxide gas was supplied to make the inside of the tank near neutral.

【0034】まず、微生物の馴養を充分行った後、窒素
負荷(反応槽1m3 、1日当りのN換算の硝酸態窒素
量)0.1kgN/m3 /日として運転を開始した。
First, after the microorganisms were sufficiently acclimated, the operation was started at a nitrogen load (1 m 3 in the reaction tank, the amount of nitrate nitrogen in terms of N per day) of 0.1 kgN / m 3 / day.

【0035】その後徐々に負荷を上げ4週間後には窒素
負荷4.5kgN/m3 /日とした。この時の処理性能は、生物
処理水については硝酸態窒素除去率平均90%、亜硝酸態
窒素濃度は平均 18mg/リットルとなり、除去された硝酸
態窒素はほぼ 100%亜硝酸態窒素に分解されていた。し
かし、この生物処理水を反応塔(7)によって処理した
最終処理水については亜硝酸態窒素は検出されなかっ
た。
Thereafter, the load was gradually increased, and after 4 weeks, the nitrogen load was adjusted to 4.5 kgN / m 3 / day. The treatment performance at this time was as follows: the biologically treated water had an average nitrate nitrogen removal rate of 90%, the average nitrite nitrogen concentration was 18 mg / liter, and the removed nitrate nitrogen was decomposed to almost 100% nitrite nitrogen. I was However, nitrite nitrogen was not detected in the final treated water obtained by treating this treated biological water with the reaction tower (7).

【0036】(実施例2):図2 容量1リットルの生物学的反応槽(1)内に、表面に独
立栄養性脱窒菌からなる微生物を予め着生させた繊維状
プラスチック担体(12)を充填した。模擬原水として水
道水中にKNO3 20mgN/リットル、KH2 PO4 0.2mg
P/リットルとなるように添加したものを用いた。水素供
与体としての水素ガス量は、流入してくる硝酸態窒素を
窒素ガスに還元するのに必要な量の3倍とした。
(Example 2): FIG. 2 In a biological reaction tank (1) having a capacity of 1 liter, a fibrous plastic carrier (12) on which microorganisms composed of autotrophic denitrifying bacteria were preliminarily grown was placed. Filled. KNO 3 20mgN / liter, KH 2 PO 4 0.2mg in tap water as simulated raw water
What was added so that it might become P / liter was used. The amount of hydrogen gas as the hydrogen donor was set to be three times the amount required to reduce the inflowing nitrate nitrogen to nitrogen gas.

【0037】また、容量 500mlの化学的反応槽(15)内
に直径約 150μmの粉末状のPd−Al2 3 触媒(P
d含量5%)5gをマグネティックスターラーで均一に
なるように攪拌した。反応槽(15)へ供給する水素ガス
量は反応槽(1)で水中に溶存した水素ガス量で充分で
はあるが、必要に応じて供給した。
A powdery Pd-Al 2 O 3 catalyst having a diameter of about 150 μm (P
(d content: 5%) was stirred uniformly with a magnetic stirrer. The amount of hydrogen gas supplied to the reaction tank (15) was sufficient if the amount of hydrogen gas dissolved in water in the reaction tank (1) was sufficient, but was supplied as needed.

【0038】まず、微生物の馴養を充分行った後、窒素
負荷1 kgN/m3 /日として運転を開始した。開始1週間
後には、生物処理水中の硝酸態窒素除去率平均95%以
上、亜硝酸態窒素は1 mg/リットル以下となり、生物処
理のみで原水中の硝酸態窒素をほぼ完全に窒素ガスに分
解できていた。なお、この時最終処理水ライン(6)か
ら得られる最終処理水中には亜硝酸態窒素は検出されな
かった。
First, after the microorganisms were sufficiently acclimated, the operation was started with a nitrogen load of 1 kgN / m 3 / day. One week after the start, the average nitrate nitrogen removal rate in biological treated water is 95% or more, and the amount of nitrite nitrogen is 1 mg / liter or less. The nitrate nitrogen in raw water is almost completely decomposed into nitrogen gas by biological treatment alone. It was done. At this time, nitrite nitrogen was not detected in the final treated water obtained from the final treated water line (6).

【0039】その後負荷を上げ、窒素負荷をそれぞれ
2、3、4、及び5 kgN/m3 /日とした時の処理性能を
調べた。これらの結果を次の表1に示した。なお、上記
各処理のいずれにおいても、最終処理水に亜硝酸態窒素
は検出されなかった。
Thereafter, the load was increased and the processing performance was examined when the nitrogen load was set to 2, 3, 4, and 5 kgN / m 3 / day, respectively. The results are shown in Table 1 below. In any of the above treatments, nitrite nitrogen was not detected in the final treated water.

【0040】[0040]

【表1】 [Table 1]

【0041】(実施例3):図2 容量1リットルの生物学的反応槽(1)内に、表面に独
立栄養性脱窒菌からなる微生物を予め着生させた繊維状
プラスチック担体(12)を充填した。模擬原水として水
道水中にKNO3 を20mgN/リットルになるように添加
し、更にKH2 PO4 を 0.2mgP/リットルとなるように
添加したものを用いた。水素供与体としての水素ガス量
は流入してくる硝酸態窒素を亜硝酸態窒素に還元するた
めに必要な量の1.2 倍に制限して供給した。また、槽内
を中性付近にするため炭酸ガスを供給した。
(Example 3): FIG. 2 In a biological reaction tank (1) having a capacity of 1 liter, a fibrous plastic carrier (12) on which microorganisms composed of autotrophic denitrifying bacteria were preliminarily grown was placed. Filled. As simulated raw water, tap water was used in which KNO 3 was added to a concentration of 20 mgN / liter, and KH 2 PO 4 was further added to a concentration of 0.2 mgP / liter. The amount of hydrogen gas used as the hydrogen donor was limited to 1.2 times the amount required to reduce the inflowing nitrate nitrogen to nitrite nitrogen. Further, carbon dioxide gas was supplied to make the inside of the tank near neutral.

【0042】上記反応槽の後段には、容量 500mlの化学
的反応槽(15)内に直径約 150μmの粉末状のPd−A
2 3 触媒(Pd含量5%)5gを投入し、マグネテ
ィックスターラーで均一になるように攪拌した。反応槽
(15)へ供給する水素ガス量は反応槽(1)で硝酸態窒
素が完全に亜硝酸態窒素に還元された時の窒素量に対し
て窒素ガスに還元するのに必要な量の3倍とした。
In the latter stage of the above-mentioned reaction tank, a powdery Pd-A having a diameter of about 150 μm was placed in a chemical reaction tank (15) having a capacity of 500 ml.
5 g of l 2 O 3 catalyst (Pd content: 5%) was charged, and the mixture was stirred with a magnetic stirrer so as to be uniform. The amount of hydrogen gas supplied to the reaction tank (15) is the amount required to reduce the amount of nitrogen gas to nitrogen gas with respect to the amount of nitrogen when nitrate nitrogen was completely reduced to nitrite nitrogen in the reaction tank (1). It was three times.

【0043】まず、微生物の馴養を充分行った後、窒素
負荷0.1kgN/m3 /日として運転を開始した。その後、徐
々に負荷を上げ、6週間後には窒素負荷4.5kgN/m3 /日
とした。この時、処理性能は、生物処理水については、
硝酸態窒素除去率平均90%、亜硝酸態窒素濃度は平均 1
8mg/リットルとなったが、最終処理水については、亜硝
酸態窒素は検出されなかった。
First, after the microorganisms were sufficiently acclimated, the operation was started with a nitrogen load of 0.1 kgN / m 3 / day. Thereafter, the load was gradually increased, and after 6 weeks, the nitrogen load was 4.5 kgN / m 3 / day. At this time, the treatment performance is
Nitrate nitrogen removal rate average 90%, nitrite nitrogen concentration average 1
Although it was 8 mg / liter, nitrite nitrogen was not detected in the final treated water.

【0044】ちなみに水素ガスを、原水中の硝酸態窒素
をN2 ガスまで還元するのに充分な量供給し、原水中の
硝酸態窒素を生物学的手段単独でほぼ完全に窒素ガスに
しようとすると、実施例2で述べたように処理性能は、
窒素負荷2 kgN/m3 /日以下では硝酸態窒素除去率95%
以上で、亜硝酸態窒素生成濃度も平均3 mg/リットルと
比較的少ないが、窒素負荷が2 kgN/m3 /日を超えると
亜硝酸態窒素の生成量が著しく増加し、そのままでは処
理水を飲用に供することができないなど、実用上問題が
生じる。
Incidentally, hydrogen gas is supplied in an amount sufficient to reduce nitrate nitrogen in raw water to N 2 gas, and nitrate nitrogen in raw water is almost completely converted into nitrogen gas by biological means alone. Then, as described in the second embodiment, the processing performance is:
Nitrogen load 2 kgN / m 3 / day or less 95% removal of nitrate nitrogen
As described above, the nitrite nitrogen production concentration is relatively low, average 3 mg / liter, but when the nitrogen load exceeds 2 kgN / m 3 / day, the amount of nitrite nitrogen production increases remarkably. Cannot be used for drinking.

【0045】上記実施例2及び実施例3から明らかなご
とく、生物学的手段単独では、窒素負荷はせいぜい2 k
gN/m3 /日程度が限度であるが、生物学的手段の後段に
化学的手段を組合せることで窒素負荷には制約がなくな
り、工業的実施上有利である。
As is clear from the above Examples 2 and 3, the nitrogen load was at most 2 k with the biological means alone.
The limit is about gN / m 3 / day, but by combining chemical means after biological means, there is no restriction on nitrogen load, which is advantageous for industrial implementation.

【0046】なお、独立栄養性細菌を用いた場合の窒素
負荷の上限については特に制約されないが、硝酸態窒素
の亜硝酸態窒素への分解率及び装置の操業効率の面か
ら、窒素負荷は3 kgN/m3 /日〜10 kgN/m3 /日の範囲
とするのが好ましい。
The upper limit of the nitrogen load when using an autotrophic bacterium is not particularly limited. However, from the viewpoint of the decomposition rate of nitrate nitrogen to nitrite nitrogen and the operation efficiency of the apparatus, the nitrogen load is 3%. It is preferably in the range of kgN / m 3 / day to 10 kgN / m 3 / day.

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

【図1】本発明の実施例で用いた脱窒装置の概要説明図
である。
FIG. 1 is a schematic explanatory view of a denitrification apparatus used in an embodiment of the present invention.

【図2】本発明の実施例2及び3で用いた脱窒装置の概
要説明図である。
FIG. 2 is a schematic explanatory view of a denitrification apparatus used in Examples 2 and 3 of the present invention.

【符号の説明】[Explanation of symbols]

1 生物学的反応槽 2 原水供給ライン 3 生物処理水ライン 4 栄養源添加ライン 5 活性炭担体 6 最終処理水ライン 7 化学的反応塔 8 水素ガス供給ライン 9 パラジウム触媒 10 ガス排出ライン 11 水素ガス供給ライン 12 繊維状プラスチック担体 13 攪拌機 14 阻流板 15 化学的反応槽 DESCRIPTION OF SYMBOLS 1 Biological reaction tank 2 Raw water supply line 3 Biological treatment water line 4 Nutrient addition line 5 Activated carbon carrier 6 Final treatment water line 7 Chemical reaction tower 8 Hydrogen gas supply line 9 Palladium catalyst 10 Gas discharge line 11 Hydrogen gas supply line 12 fibrous plastic carrier 13 stirrer 14 baffle 15 chemical reactor

フロントページの続き (56)参考文献 特開 平5−317881(JP,A) 特開 平1−262992(JP,A) 特開 昭62−197196(JP,A) 特開 昭60−54792(JP,A) 特開 平4−94799(JP,A) 特開 平6−154786(JP,A) 特公 昭64−6840(JP,B2) (58)調査した分野(Int.Cl.6,DB名) C02F 3/34 101 B01J 23/44 C02F 1/70 CDK Continuation of the front page (56) References JP-A-5-317881 (JP, A) JP-A-1-2692992 (JP, A) JP-A-62-197196 (JP, A) JP-A-60-54792 (JP) JP-A-4-94799 (JP, A) JP-A-6-154786 (JP, A) JP-B 64-6840 (JP, B2) (58) Fields investigated (Int. Cl. 6 , DB Name) C02F 3/34 101 B01J 23/44 C02F 1/70 CDK

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 水中の硝酸態窒素を水素供与体の存在下
に微生物を用いて生物学的に分解し、積極的に亜硝酸態
窒素を生成させる生物学的手段と、水中の亜硝酸態窒素
を水素ガスの存在下に水素添加触媒を用いて窒素ガスに
還元する化学的手段とを備え、前記生物学的手段の下流
に前記化学的手段を配置接続したことを特徴とする窒素
除去装置。
1. A biological means for biologically decomposing nitrate nitrogen in water using a microorganism in the presence of a hydrogen donor and actively producing nitrite nitrogen, and a nitrite form in water. A chemical means for reducing nitrogen to nitrogen gas using a hydrogenation catalyst in the presence of hydrogen gas, wherein the chemical means is arranged and connected downstream of the biological means. .
【請求項2】 生物学的手段が水素供与体として水素ガ
スを用い、容積負荷(反応槽1m3 、1日当りのN換算
の硝酸態窒素量)を3 kgN/m3 /日以上に設定した請求
項1記載の窒素除去装置。
2. The biological means uses hydrogen gas as a hydrogen donor, and the volume load (the amount of nitrate nitrogen in terms of N per day in a reaction tank of 1 m 3 ) is set to 3 kgN / m 3 / day or more. The nitrogen removing device according to claim 1.
【請求項3】 生物学的手段が水素供与体として水素ガ
スを用い、該水素ガス量を硝酸態窒素を亜硝酸態窒素に
還元するための化学当量に設定した請求項1または2に
記載の窒素除去装置。
3. The method according to claim 1, wherein the biological means uses hydrogen gas as a hydrogen donor and sets the amount of the hydrogen gas to a chemical equivalent for reducing nitrate nitrogen to nitrite nitrogen. Nitrogen removal equipment.
【請求項4】 生物学的手段が水素供与体として有機物
を用い、該有機物量を硝酸態窒素を亜硝酸態窒素に還元
するための化学当量に設定した請求項1記載の窒素除去
装置。
4. The nitrogen removing apparatus according to claim 1, wherein the biological means uses an organic substance as a hydrogen donor, and the amount of the organic substance is set to a chemical equivalent for reducing nitrate nitrogen to nitrite nitrogen.
【請求項5】 化学的手段に用いる水素添加触媒がパラ
ジウム触媒である請求項1〜4までのいずれか1項記載
の窒素除去装置。
5. The nitrogen removing device according to claim 1, wherein the hydrogenation catalyst used for the chemical means is a palladium catalyst.
JP33380192A 1992-11-20 1992-11-20 Nitrogen removal equipment Expired - Fee Related JP2947684B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33380192A JP2947684B2 (en) 1992-11-20 1992-11-20 Nitrogen removal equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33380192A JP2947684B2 (en) 1992-11-20 1992-11-20 Nitrogen removal equipment

Publications (2)

Publication Number Publication Date
JPH06154787A JPH06154787A (en) 1994-06-03
JP2947684B2 true JP2947684B2 (en) 1999-09-13

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ID=18270111

Family Applications (1)

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Country Link
JP (1) JP2947684B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19505436A1 (en) * 1995-02-17 1996-08-22 Solvay Umweltchemie Gmbh Combined process for the chemical and biological treatment of water
JP7116366B2 (en) * 2017-06-08 2022-08-10 日産化学株式会社 Method for manufacturing substrate for flexible device
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