JP3008968B2 - Operation method of packed biological deodorization tower - Google Patents

Operation method of packed biological deodorization tower

Info

Publication number
JP3008968B2
JP3008968B2 JP5169433A JP16943393A JP3008968B2 JP 3008968 B2 JP3008968 B2 JP 3008968B2 JP 5169433 A JP5169433 A JP 5169433A JP 16943393 A JP16943393 A JP 16943393A JP 3008968 B2 JP3008968 B2 JP 3008968B2
Authority
JP
Japan
Prior art keywords
ammonia
circulating water
concentration
packed
deodorization tower
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
JP5169433A
Other languages
Japanese (ja)
Other versions
JPH0724247A (en
Inventor
和宏 品部
智 桶谷
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP5169433A priority Critical patent/JP3008968B2/en
Publication of JPH0724247A publication Critical patent/JPH0724247A/en
Application granted granted Critical
Publication of JP3008968B2 publication Critical patent/JP3008968B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
    • Y02A50/20Air quality improvement or preservation, e.g. vehicle emission control or emission reduction by using catalytic converters

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、下水処理場等のアンモ
ニア臭気を脱臭する充填式生物脱臭塔の運転方法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for operating a packed biological deodorization tower for deodorizing ammonia odor in a sewage treatment plant or the like.

【0002】[0002]

【従来の技術】微生物の臭気成分分解作用を利用した充
填式生物脱臭法は、薬液洗浄法や活性炭吸着法等の物理
的、化学的脱臭法に較べてランニングコストが安く、ま
た維持管理も容易であることから注目され、現在では下
水処理場の汚泥貯留槽、汚泥濃縮槽から発生する高濃度
の硫黄系臭気を中心にかなり普及してきた。
2. Description of the Related Art A filling-type biological deodorizing method utilizing the odor component decomposing action of microorganisms has lower running costs and is easier to maintain and manage than physical and chemical deodorizing methods such as a chemical cleaning method and an activated carbon adsorption method. Therefore, it has become quite popular nowadays, mainly due to the high concentration of sulfur-based odors generated from sludge storage tanks and sludge concentration tanks in sewage treatment plants.

【0003】[0003]

【発明が解決しようとする課題】しかし、下水処理場で
発生する臭気は硫黄系臭気物質だけでなく、汚泥の脱水
・乾燥工程からはその他にもアンモニアやアルデヒドな
どの多種類の臭気物質が発生する。その中でも特にアン
モニアは発生濃度が高いため、処理場内での作業環境を
悪化させる大きな要因の一つとなっている。
However, the odors generated in the sewage treatment plant are not only sulfur-based odor substances, but also various other odor substances such as ammonia and aldehyde are generated from the sludge dewatering / drying process. I do. Among them, particularly, ammonia has a high generation concentration, and is one of the major factors that deteriorate the working environment in the treatment plant.

【0004】本発明は上記課題を解決するもので、アン
モニア臭気を除去し、かつ脱臭効率の低下を防止するこ
とができる充填式生物脱臭塔の運転方法を提供すること
を目的とする。
An object of the present invention is to solve the above-mentioned problems, and an object of the present invention is to provide a method of operating a packed biological deodorization tower capable of removing an ammonia odor and preventing a decrease in deodorization efficiency.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するため
に、本発明の充填式生物脱臭塔の運転方法は、微生物の
担体を充填した充填層に循環水を間欠的に散水し、微生
物によるガス中アンモニアの硝化反応によって生成する
硝酸基および亜硝酸基とガス中のアンモニア基との化学
反応により生成して前記担体に蓄積した硝酸アンモニウ
ムと亜硝酸アンモニウムを洗浄する充填式生物脱臭塔に
おいて、循環水に酸を添加して循環水のpH値を7.5
以下に抑制するとともに、循環水中のアンモニア性窒素
濃度を1000mg-N/l以下に制御する構成としたもので
ある。
In order to solve the above-mentioned problems, a method for operating a packed biological deodorization tower according to the present invention comprises intermittently spraying circulating water onto a packed bed filled with a carrier for microorganisms. In a packed biological deodorization tower that cleans ammonium nitrate and ammonium nitrite generated by a chemical reaction between nitrate groups and nitrite groups generated by the nitrification reaction of ammonia in gas and ammonia groups in gas and accumulated on the carrier, circulating water To the circulating water by adding acid to 7.5.
In addition to the following, the ammonia nitrogen concentration in the circulating water is controlled to 1000 mg-N / l or less.

【0006】[0006]

【作用】上記構成により、担体に生育した微生物による
アンモニアの脱臭作用が進行すると、循環水には硝酸ア
ンモニウムおよび亜硝酸アンモニウムが溶解してアンモ
ニア性窒素、硝酸性窒素、亜硝酸性窒素等の無機性窒素
が蓄積する。そして、脱臭塔に流入するガス中のアンモ
ニアの濃度が安定した状態にあるときには、循環水は中
性に保たれる。しかし、ガス中のアンモニア濃度が急激
に増加すると、アンモニア濃度の増加に対して微生物に
よる硝化反応が伴わず、循環水中に溶解するアンモニア
によって循環水のpH値が高くなる。
According to the above construction, as the deodorizing action of ammonia by the microorganisms grown on the carrier progresses, ammonium nitrate and ammonium nitrite dissolve in the circulating water, and inorganic nitrogen such as ammonia nitrogen, nitrate nitrogen and nitrite nitrogen is dissolved. Accumulates. When the concentration of ammonia in the gas flowing into the deodorization tower is in a stable state, the circulating water is kept neutral. However, when the ammonia concentration in the gas increases rapidly, the nitrification reaction by the microorganism does not accompany the increase in the ammonia concentration, and the pH value of the circulating water increases due to the ammonia dissolved in the circulating water.

【0007】一方、担体に生育する微生物は循環水中の
アンモニア性窒素濃度が高くなると、微生物の活性が衰
退する。しかも、微生物の活性低下はpH値が高いほど
強くなる。
On the other hand, when the concentration of ammonia nitrogen in the circulating water of the microorganism growing on the carrier increases, the activity of the microorganism declines. Moreover, the decrease in the activity of the microorganism becomes stronger as the pH value becomes higher.

【0008】したがって、循環水中のアンモニア態窒素
濃度を1000mg-N/l以下とし、pH値を7.5以下に
制御することにより生物活性の低下を防止し、脱臭効率
の低下を防止することができる。
Therefore, it is possible to prevent a decrease in biological activity and a reduction in deodorizing efficiency by controlling the concentration of ammonia nitrogen in the circulating water to 1000 mg-N / l or less and controlling the pH value to 7.5 or less. it can.

【0009】[0009]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図1は本発明の運転方法の実験装置の構成図で
ある。図1において、充填式生物脱臭塔1には内部に充
填層2を設けており、充填層2には脱臭に関与する微生
物を固定した担体を充填している。充填式生物脱臭塔1
の底部には貯水部3を設けており、貯水部3に滞留する
循環水を散水ポンプ4によって充填層2の上方から散水
し、充填層2を通過して貯水部3に戻った循環水を繰り
返し散水するように構成している。
An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a configuration diagram of an experimental apparatus for an operation method according to the present invention. In FIG. 1, a packed biological deodorization tower 1 is provided with a packed layer 2 therein, and the packed layer 2 is filled with a carrier on which microorganisms involved in deodorization are fixed. Packed biological deodorization tower 1
A water storage unit 3 is provided at the bottom of the tank. The circulating water staying in the water storage unit 3 is sprinkled from above the packed bed 2 by a watering pump 4, and the circulating water returned to the water storage unit 3 through the packed bed 2 is It is configured to spray water repeatedly.

【0010】そして、貯水部3にはpH計5を設けると
ともに、pH調整剤としての硫酸を供給するための薬剤
投入管6を薬剤ポンプ7を介して連通させている。さら
に、貯水部3には補給水管8およびオバーフロー管9を
設けおり、充填式生物脱臭塔1の充填層2の下部には原
ガス供給管10を流量計11を介して連通させている。
この原ガス供給管10には、市販のアンモニアガスを空
気で希釈し所定濃度に調整した原ガスを供給する。ま
た、充填式生物脱臭塔1の充填層2の上部に連通して排
気管12を設けており、排気管12の途中には吸気装置
13を介装している。
[0010] A pH meter 5 is provided in the water storage section 3, and a drug introduction pipe 6 for supplying sulfuric acid as a pH adjuster is connected through a drug pump 7. Further, a replenishing water pipe 8 and an overflow pipe 9 are provided in the water storage section 3, and a raw gas supply pipe 10 is connected to a lower part of the packed bed 2 of the packed biological deodorization tower 1 via a flow meter 11.
The raw gas supply pipe 10 supplies the raw gas adjusted to a predetermined concentration by diluting a commercially available ammonia gas with air. Further, an exhaust pipe 12 is provided in communication with the upper part of the packed bed 2 of the packed biological deodorization tower 1, and an intake device 13 is interposed in the exhaust pipe 12.

【0011】以下、上記構成における作用を説明する。
吸気装置13により原ガス供給管10を通して原ガスを
充填式生物脱臭塔1の充填層2の下部に吸気し、充填式
生物脱臭塔1内に原ガスを上向流で通気し、充填層2に
おいて担体に育成する微生物によって原ガス中のアンモ
ニアを除去する。そして、充填層2を通過した原ガス
を、吸気装置13により排気管12を通して処理ガスと
して取り出す。
The operation of the above configuration will be described below.
The raw gas is sucked into the lower part of the packed bed 2 of the packed biological deodorization tower 1 through the raw gas supply pipe 10 by the intake device 13, and the raw gas is aerated in the packed biological deodorizing tower 1 in an upward flow. The ammonia in the raw gas is removed by microorganisms growing on the carrier. Then, the raw gas that has passed through the packed bed 2 is taken out as a processing gas through the exhaust pipe 12 by the suction device 13.

【0012】上述の充填層2におけるアンモニアの除去
機構を図2に基づいて説明する。図2において、担体に
付着して生育する微生物は硝化菌であり、硝化菌は原ガ
ス中のアンモニアを硝化反応によって分解し、硝酸基お
よび亜硝酸基を生成する。この硝酸基および亜硝酸基が
原ガス中のアンモニア基と化学反応して硝酸アンモニウ
ムと亜硝酸アンモニウムを生成する。
The mechanism for removing ammonia from the above-described packed bed 2 will be described with reference to FIG. In FIG. 2, the microorganisms that grow on the carrier are nitrifying bacteria, and the nitrifying bacteria decompose ammonia in the raw gas by a nitrification reaction to generate nitrate groups and nitrite groups. These nitrate groups and nitrite groups chemically react with ammonia groups in the raw gas to produce ammonium nitrate and ammonium nitrite.

【0013】そして、担体に蓄積する硝酸アンモニウム
と亜硝酸アンモニウムを循環ポンプ7によって充填層2
の上方から散水する循環水によって洗浄する。上述の構
成により、担体に生育した微生物によるアンモニアの脱
臭作用が進行すると、循環水には硝酸アンモニウムおよ
び亜硝酸アンモニウムが溶解してアンモニア性窒素、硝
酸性窒素、亜硝酸性窒素等の無機性窒素が蓄積する。ま
た、原ガス供給管10から充填式生物脱臭塔1に流入す
る原ガス中のアンモニアガス濃度が安定した状態にある
ときには、循環水中に堆積するアンモニア性窒素と硝酸
性窒素は同当量となり、循環水のpH値は中性に保たれ
る。
Then, ammonium nitrate and ammonium nitrite accumulated on the carrier are supplied to the packed bed 2 by a circulation pump 7.
Wash with circulating water sprinkled from above. With the above-described configuration, when the deodorizing action of ammonia by the microorganisms grown on the carrier progresses, ammonium nitrate and ammonium nitrite dissolve in the circulating water to accumulate inorganic nitrogen such as ammonia nitrogen, nitrate nitrogen, and nitrite nitrogen. I do. When the concentration of ammonia gas in the raw gas flowing from the raw gas supply pipe 10 into the packed biological deodorization tower 1 is in a stable state, the amounts of ammonia nitrogen and nitrate nitrogen deposited in the circulating water are equal, and The pH value of the water is kept neutral.

【0014】しかし、担体に生育する微生物は循環水中
のアンモニア性窒素濃度が高くなると微生物の活性が衰
退し、この活性低下はpH値が高いほど強くなる。この
生物活性が衰退すると、硝化反応による硝酸基および亜
硝酸基の生成が減少し、一方で循環水中に溶解するアン
モニアの濃度が高くなるので循環水のpH値が高くな
り、結果として微生物の活性がさらに衰退する。
However, the activity of the microorganisms growing on the carrier decreases as the concentration of ammonia nitrogen in the circulating water increases, and the decrease in the activity increases as the pH value increases. When this biological activity declines, the production of nitrate and nitrite groups by the nitrification reaction decreases, and on the other hand, the concentration of ammonia dissolved in the circulating water increases, so that the pH value of the circulating water increases, resulting in the activity of microorganisms. Decline further.

【0015】上述の様子を図3〜図5に示す。図3は循
環水中のアンモニア性窒素濃度の変化に伴うアンモニア
除去性能の変移を示すものである。図3から明らかなよ
うに、循環水中のアンモニア性窒素濃度が高くなると、
原ガス中のアンモニアガス濃度が一定であっても、処理
ガス中に残留するアンモニアガス濃度が高くなる。つま
り、循環水中のアンモニア性窒素濃度の高まりに伴って
アンモニア除去性能、すなわち脱臭効率が低下する。
The above situation is shown in FIGS. FIG. 3 shows a change in the ammonia removal performance with a change in the ammonia nitrogen concentration in the circulating water. As is clear from FIG. 3, when the concentration of ammonia nitrogen in the circulating water increases,
Even if the concentration of ammonia gas in the raw gas is constant, the concentration of ammonia gas remaining in the processing gas increases. That is, as the concentration of ammonia nitrogen in the circulating water increases, the ammonia removing performance, that is, the deodorizing efficiency decreases.

【0016】図4は循環水中のアンモニア性窒素濃度の
変化に伴う微生物におけるアンモニアの硝化率の変移を
示すものである。図4から明らかなように、循環水中の
アンモニア性窒素濃度が1000mg-N/lを超えると、ア
ンモニア性窒素濃度の高まりに伴って微生物によるアン
モニアの硝化率が低下する。つまり、循環水中のアンモ
ニア性窒素濃度の高まりに伴って微生物の生物活性が衰
退し、硝化反応が減少する。
FIG. 4 shows a change in the nitrification rate of ammonia in microorganisms with a change in the concentration of ammonia nitrogen in the circulating water. As is evident from FIG. 4, when the ammonia nitrogen concentration in the circulating water exceeds 1000 mg-N / l, the nitrification rate of ammonia by microorganisms decreases as the ammonia nitrogen concentration increases. That is, as the concentration of ammonia nitrogen in the circulating water increases, the biological activity of the microorganism declines, and the nitrification reaction decreases.

【0017】図5は循環水のpH値の変化に伴う充填層
を通過する原ガス中のアンモニアの除去率の変移を示す
ものである。図5から明らかなように、循環水のpH値
が高くなると微生物によるアンモニアガスの除去率が低
下する。つまり、循環水のpH値の高まりに伴って微生
物の生物活性が衰退し、アンモニアのストリッピングも
起こり、特に、pH値が7.5を超えると除去率の低下
が顕著となる。
FIG. 5 shows the change in the removal rate of ammonia in the raw gas passing through the packed bed as the pH value of the circulating water changes. As is clear from FIG. 5, as the pH value of the circulating water increases, the removal rate of ammonia gas by microorganisms decreases. That is, as the pH value of the circulating water increases, the biological activity of the microorganisms decreases, and stripping of ammonia also occurs. In particular, when the pH value exceeds 7.5, the decrease in the removal rate becomes remarkable.

【0018】したがって、循環水中のアンモニア態窒素
濃度を1000mg-N/l以下とし、pH値を7.5以下に
制御することにより生物活性の低下を防止し、脱臭効率
の低下を防止することができる。
Therefore, by controlling the concentration of ammonia nitrogen in the circulating water to 1000 mg-N / l or less and controlling the pH to 7.5 or less, it is possible to prevent a decrease in biological activity and a decrease in deodorization efficiency. it can.

【0019】このため、薬剤ポンプ7により薬剤投入管
6を通して中和剤として硫酸を適宜に循環水中に投入
し、補給水管8を通して適当量の希釈水を貯水部3に供
給するとともに、余剰水をオバーフロー管9を通して系
外に取り出す。
For this purpose, sulfuric acid as a neutralizing agent is appropriately fed into the circulating water through the drug feed pipe 6 by the drug pump 7, an appropriate amount of dilution water is supplied to the reservoir 3 through the makeup water pipe 8, and excess water is discharged. It is taken out of the system through the overflow tube 9.

【0020】[0020]

【発明の効果】以上述べたように本発明によれば、担体
に生育する微生物の生物活性が損なわれないように、循
環水中のアンモニア態窒素濃度を1000mg-N/l以下と
し、pH値を7.5以下に制御することにより、アンモ
ニアの除去性能の低下を防止して安定した脱臭効率を得
ることができる。
As described above, according to the present invention, the concentration of ammonia nitrogen in the circulating water is adjusted to 1000 mg-N / l or less and the pH value is adjusted so that the biological activity of the microorganisms growing on the carrier is not impaired. By controlling to 7.5 or less, it is possible to prevent a decrease in the performance of removing ammonia and obtain a stable deodorizing efficiency.

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

【図1】本発明の一実施例における充填式生物脱臭塔の
構成を示す断面図である。
FIG. 1 is a cross-sectional view showing a configuration of a packed biological deodorization tower in one embodiment of the present invention.

【図2】同実施例におけるアンモニアの除去機構を示す
模式図である。
FIG. 2 is a schematic diagram showing a mechanism for removing ammonia in the embodiment.

【図3】同実施例における循環水中のアンモニア性窒素
濃度とアンモニアの除去性能の関係を示す、循環水NH
4-N濃度−アンモニアガス濃度図である。
FIG. 3 shows the relationship between the ammonia nitrogen concentration in the circulating water and the ammonia removal performance in the same embodiment,
It is a 4- N concentration-ammonia gas concentration diagram.

【図4】同実施例における循環水中のアンモニア性窒素
濃度と硝化率の関係を示す、循環水NH4-N濃度−硝化
率図である。
FIG. 4 is a circulating water NH 4 —N concentration-nitrification rate diagram showing the relationship between the ammonia nitrogen concentration in the circulating water and the nitrification rate in the same example.

【図5】同実施例における循環水のpH値とアンモニア
除去率の関係を示すpH−除去率図である。
FIG. 5 is a pH-removal rate diagram showing the relationship between the pH value of circulating water and the ammonia removal rate in the example.

【符号の説明】[Explanation of symbols]

1 充填式生物脱臭塔 2 充填層 3 貯水部 4 散水ポンプ 5 pH計 6 薬剤投入管 8 補給水管 10 原ガス供給管 REFERENCE SIGNS LIST 1 packed biological deodorization tower 2 packed bed 3 water storage unit 4 sprinkling pump 5 pH meter 6 drug input pipe 8 makeup water pipe 10 raw gas supply pipe

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平5−92121(JP,A) 特開 昭54−109070(JP,A) 特開 平2−99116(JP,A) 特開 平5−200243(JP,A) (58)調査した分野(Int.Cl.7,DB名) B01D 53/38 B01D 53/58 B01D 53/77 ──────────────────────────────────────────────────続 き Continuation of front page (56) References JP-A-5-92121 (JP, A) JP-A-54-109070 (JP, A) JP-A-2-99116 (JP, A) JP-A-5-92116 200243 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) B01D 53/38 B01D 53/58 B01D 53/77

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 微生物の担体を充填した充填層に循環水
を間欠的に散水し、微生物によるガス中アンモニアの硝
化反応によって生成する硝酸基および亜硝酸基とガス中
のアンモニア基との化学反応により生成して前記担体に
蓄積した硝酸アンモニウムと亜硝酸アンモニウムを洗浄
する充填式生物脱臭塔において、循環水に酸を添加して
循環水のpH値を7.5以下に抑制するとともに、循環
水中のアンモニア性窒素濃度を1000mg-N/l以下に制
御することを特徴とする充填式生物脱臭塔の運転方法。
1. A chemical reaction between a nitrate group and a nitrite group generated by a nitrification reaction of ammonia in a gas by a microorganism and an ammonia group in the gas by intermittently spraying circulating water on a packed bed filled with a microorganism carrier. In a packed biological deodorization tower for washing ammonium nitrate and ammonium nitrite generated by the above and accumulated on the carrier, an acid is added to the circulating water to suppress the pH value of the circulating water to 7.5 or less, and the ammonia in the circulating water is added. A method for operating a packed biological deodorization tower, comprising controlling the concentration of reactive nitrogen to 1000 mg-N / l or less.
JP5169433A 1993-07-09 1993-07-09 Operation method of packed biological deodorization tower Expired - Fee Related JP3008968B2 (en)

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JP5169433A JP3008968B2 (en) 1993-07-09 1993-07-09 Operation method of packed biological deodorization tower

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Application Number Priority Date Filing Date Title
JP5169433A JP3008968B2 (en) 1993-07-09 1993-07-09 Operation method of packed biological deodorization tower

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JPH0724247A JPH0724247A (en) 1995-01-27
JP3008968B2 true JP3008968B2 (en) 2000-02-14

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EP4029825A4 (en) 2019-09-13 2023-10-11 JFR Co., Ltd. Nitrogen recovery method, nitrogen recovery device, and product obtained by same
EP4227713A1 (en) 2020-10-08 2023-08-16 Miraie Corporation Deodorization treatment device and information collection system

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