JPH0731835A - Operation of packing type biological deodorizing tower - Google Patents

Operation of packing type biological deodorizing tower

Info

Publication number
JPH0731835A
JPH0731835A JP5180569A JP18056993A JPH0731835A JP H0731835 A JPH0731835 A JP H0731835A JP 5180569 A JP5180569 A JP 5180569A JP 18056993 A JP18056993 A JP 18056993A JP H0731835 A JPH0731835 A JP H0731835A
Authority
JP
Japan
Prior art keywords
water
ammonia
packed bed
sprinkled
raw 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.)
Granted
Application number
JP5180569A
Other languages
Japanese (ja)
Other versions
JP3008969B2 (en
Inventor
Kazuhiro Shinabe
和宏 品部
Satoshi Oketani
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 JP5180569A priority Critical patent/JP3008969B2/en
Publication of JPH0731835A publication Critical patent/JPH0731835A/en
Application granted granted Critical
Publication of JP3008969B2 publication Critical patent/JP3008969B2/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

Landscapes

  • Treating Waste Gases (AREA)

Abstract

PURPOSE:To remove an ammonia offensive smell and to prevent the lowering of deodorizing efficiency by sprinkling water in sprinkling frequency such that the inflow amt. of ammonia flowing in a packed bed does not exceed a specific value until water is sprinkled after water is once sprinkled. CONSTITUTION:Raw gas is supplied to the lower part of the packed bed 2 of a packing type biological deodorizing tower 1 through a raw gas supply pipe 10 by the sucking action of a suction device 13 to be passed through the packing type biological deodorizing tower 1 upwardly and ammonia in the raw gas is removed by bacteria grown on the carrier in the packed bed. The raw gas passed through the packed bed 2 is taken out as treated gas through an exhaust pipe 12. Ammonium nitrate and ammonium nitrite accumulated on the carrier are washed with circulating water sprinkled from the position above the packed bed 2 by a circulating pump 7. Herein, water is sprinkled in water sprinkling frequency such that the inflow amt. of ammonia flowing in the packed bed 2 does not exceed 200g-N/m<3> until water is sprinkled after water is once sprinkled.

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 filling type biological deodorizing 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 action of decomposing odorous components of microorganisms has a lower running cost than physical and chemical deodorizing methods such as a chemical cleaning method and an activated carbon adsorption method, and is easy to maintain and manage. Therefore, it has attracted attention, and nowadays it has become quite popular mainly in the high concentration sulfur odor generated from sludge storage tanks and sludge thickening tanks of 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 at the sewage treatment plant are not only sulfur-based odorous substances, but also various types of odorous substances such as ammonia and aldehyde are generated from the sludge dehydration / drying process. To do. Among them, especially ammonia, which has a high generation concentration, 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。
The present invention solves the above problems, and an object of the present invention is to provide a method for operating a packed-type biological deodorization tower which is capable of removing 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、一度散水した後に次に散水するまでの間に、充
填層に流入する流入アンモニア量が200g−N/m3
を超えないような散水頻度で散水する構成とするもので
ある。
In order to solve the above-mentioned problems, a method for operating a packed-type biological deodorization tower of the present invention is characterized by intermittently sprinkling circulating water into a packed bed packed with a carrier of microorganisms, and In a packed biological deodorization tower for washing ammonium nitrate and ammonium nitrite produced by a chemical reaction between a nitric acid group and a nitrite group produced by the nitrification reaction of ammonia in a gas and the ammonia group in the gas and accumulated on the carrier, water is sprinkled once. The amount of influent ammonia flowing into the packed bed is 200 g-N / m 3 before the next sprinkling of water.
Water is sprinkled at a frequency that does not exceed

【0006】[0006]

【作用】上記構成により、循環水を散水すると担体に蓄
積した硝酸アンモニウムと亜硝酸アンモニウムが循環水
とともに流れ落ちる。しかし、散水によって担体に生育
する微生物上に新しい水膜ができると、水膜中に溶解し
ているアンモニア量が少なく、原ガスと微生物との接触
が妨げられるために、微生物の硝化速度が低下する。
With the above structure, when circulating water is sprinkled, ammonium nitrate and ammonium nitrite accumulated in the carrier flow down together with the circulating water. However, if a new water film is formed on the microorganism that grows on the carrier by sprinkling water, the amount of ammonia dissolved in the water film is small and the contact between the raw gas and the microorganism is hindered, so the nitrification rate of the microorganism decreases. To do.

【0007】また、担体に生育する微生物によるアンモ
ニアの脱臭作用が進行すると、充填層に蓄積する硝酸ア
ンモニウムおよび亜硝酸アンモニウムの濃度が上昇し、
充填層の保持水中に溶解したアンモニア性窒素濃度が高
くなる。
Further, when the deodorizing action of ammonia by the microorganisms growing on the carrier progresses, the concentrations of ammonium nitrate and ammonium nitrite accumulated in the packed bed increase,
The concentration of ammoniacal nitrogen dissolved in the holding water of the packed bed becomes high.

【0008】一方、担体に生育する微生物はアンモニア
性窒素濃度が高くなると生物活性が衰退し、保持水中の
アンモニア濃度が高まってpH値が高くなる。前記の生
物活性の低下はpH値が高いほど強くなるので、微生物
の活性がさらに衰退する。
On the other hand, the biological activity of the microorganisms growing on the carrier declines as the concentration of ammonia nitrogen increases, and the concentration of ammonia in the holding water increases and the pH value increases. Since the above-mentioned decrease in biological activity becomes stronger as the pH value increases, the activity of microorganisms further declines.

【0009】上述の現象は充填層に流入する流入アンモ
ニア量が200g−N/m3 を超えると顕著になり、充
填式生物脱臭塔から排出する処理ガス中にアンモニアが
残留するようになる。
The above phenomenon becomes remarkable when the amount of inflowing ammonia flowing into the packed bed exceeds 200 g-N / m 3 , and ammonia remains in the treated gas discharged from the packed biological deodorization tower.

【0010】したがって、充填層に流入するアンモニア
量が200g−N/m3 を超えないように、循環水を散
水することにより、生物活性の衰退を防止し、脱臭効率
の低下を防止することができる。
Therefore, by sprinkling the circulating water so that the amount of ammonia flowing into the packed bed does not exceed 200 g-N / m 3 , it is possible to prevent the decline of the biological activity and the deterioration of the deodorizing efficiency. it can.

【0011】[0011]

【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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a block diagram of an experimental apparatus for the operating method of the present invention. In FIG. 1, a packing type biological deodorizing tower 1 is provided with a packing layer 2 inside, and the packing layer 2 is packed with a carrier on which microorganisms involved in deodorization are fixed. Packing type biological deodorization tower 1
A water storage section 3 is provided at the bottom of the tank, and the circulating water accumulated in the water storage section 3 is sprinkled from above the packed bed 2 by the water spray pump 4, and the circulating water passing through the packed bed 2 and returned to the water storage section 3 is collected. It is configured to repeat watering.

【0012】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。
A pH meter 5 is provided in the water storage unit 3, and a chemical injection pipe 6 for supplying sulfuric acid as a pH adjusting agent is connected via a chemical pump 7. Further, a makeup water pipe 8 and an overflow pipe 9 are provided in the water storage unit 3, and a raw gas supply pipe 10 is connected to a lower portion of the packed bed 2 of the packed biological deodorization tower 1 via a flow meter 11.
The raw gas supply pipe 10 is supplied with a raw gas prepared by diluting a commercially available ammonia gas with air to a predetermined concentration. Further, an exhaust pipe 12 is provided so as to communicate with the upper part of the packed bed 2 of the packed biological deodorization tower 1, and an intake device 13 is provided in the middle of the exhaust pipe 12.

【0013】以下、上記構成における作用を説明する。
吸気装置13による吸引作用によって原ガス供給管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
に供給し、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、排気管12を通して処理ガスとして
取り出す。
The operation of the above structure will be described below.
The raw gas supply pipe 10 by the suction action of the intake device 13
The raw gas is supplied to the lower part of the packed bed 2 of the packed biological deodorizing tower 1 through the above, the raw gas is aerated in the packed biological deodorizer tower 1 in an upward flow, and the raw gas is produced by the microorganisms grown on the carrier in the packed bed 2. Remove the ammonia inside. Then, the raw gas that has passed through the packed bed 2 is taken out as a processing gas through the exhaust pipe 12.

【0014】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。
A mechanism for removing ammonia in the above packed bed 2 will be described with reference to FIG. In FIG. 2, the microorganism that adheres to the carrier and grows is a nitrifying bacterium, and the nitrifying bacterium decomposes ammonia in the raw gas by a nitrification reaction to generate a nitrate group and a nitrite group. The nitrate group and the nitrite group chemically react with the ammonia group in the raw gas to produce ammonium nitrate and ammonium nitrite.

【0015】担体に生育する微生物によるアンモニアの
脱臭作用が進行すると、充填層に蓄積する硝酸アンモニ
ウムおよび亜硝酸アンモニウムの濃度が上昇し、充填層
の保持水中に溶解したアンモニア性窒素濃度が高くな
る。
When the deodorizing action of ammonia by the microorganisms growing on the carrier progresses, the concentrations of ammonium nitrate and ammonium nitrite accumulated in the packed bed increase, and the concentration of ammoniacal nitrogen dissolved in the holding water of the packed bed increases.

【0016】一方、担体に生育する微生物はアンモニア
性窒素濃度が高くなると生物活性が衰退し、保持水中の
アンモニア濃度が高まってpH値が高くなる。前記の生
物活性はpH値が高いほど強くなるので、微生物の活性
がさらに衰退する。
On the other hand, the biological activity of the microorganisms growing on the carrier declines as the concentration of ammonia nitrogen increases, and the concentration of ammonia in the holding water increases and the pH value increases. The higher the pH value is, the stronger the biological activity is, so that the activity of the microorganism is further deteriorated.

【0017】図3の(a)〜(c)はアンモニア濃度が
75ppmである原ガスを充填式生物脱臭塔1に通気し
た場合における原ガス中のアンモニア濃度と処理ガス中
のアンモニア濃度の関係を示すものであり、(a)は散
水を行わない場合を示し、(b)は一日に24回の散水
を行う場合を示し、(c)は一日に4回の散水を行う場
合を示している。
3 (a) to 3 (c) show the relationship between the ammonia concentration in the raw gas and the ammonia concentration in the treated gas when the raw gas having an ammonia concentration of 75 ppm is passed through the packed biological deodorization tower 1. (A) shows a case where watering is not performed, (b) shows a case where watering is performed 24 times a day, and (c) shows a case where watering is performed 4 times a day. ing.

【0018】図3の(a)から明らかなように、散水を
全く行わない場合には、7時間後に処理ガス中にアンモ
ニア濃度が検出されており、この原因として微生物の生
物活性の衰退が考えられる。このとき、原ガスの供給開
始から処理ガス中にアンモニア濃度が検出されるまでの
7時間の間に充填式生物脱臭塔1に供給した充填層の単
位体積当りのアンモニア量M[g−N/m3 ]は次式に
よって求めることができる。
As is clear from FIG. 3A, the ammonia concentration was detected in the treated gas after 7 hours when no water was sprinkled, and the cause is considered to be the decline in the biological activity of the microorganisms. To be At this time, the amount of ammonia per unit volume M [g-N / N of the packed bed supplied to the packed biological deodorization tower 1 during 7 hours from the start of the supply of the raw gas until the ammonia concentration is detected in the treated gas. m 3 ] can be calculated by the following equation.

【0019】[0019]

【数1】 [Equation 1]

【0020】上述の構成においては、充填層に流入する
アンモニア量が200g−N/m3を超えると顕著にな
り、充填式生物脱臭塔から排出する処理ガス中にアンモ
ニアが残留するようになる。
In the above-mentioned structure, when the amount of ammonia flowing into the packed bed exceeds 200 g-N / m 3 , it becomes remarkable, and ammonia remains in the treated gas discharged from the packed biological deodorization tower.

【0021】このため、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。ところ
で、図3の(b)から明らかなように、一日に24回の
散水を行う場合には、散水の度に散水直後に処理ガス中
にアンモニア濃度が検出される。この原因として散水に
よって担体に生育する微生物上に新しい水膜ができる
と、水膜中に溶解しているアンモニア量が少なく、原ガ
スと微生物との接触が妨げられるために、微生物の硝化
速度が低下すると思われる。
Therefore, the ammonium nitrate and ammonium nitrite accumulated in the carrier are washed by the circulating pump 7 with the circulating water sprayed from above the packed bed 2. By the way, as is clear from FIG. 3B, when water is sprinkled 24 times a day, the ammonia concentration is detected in the treated gas immediately after water sprinkling. As a cause of this, if a new water film is formed on the microorganisms that grow on the carrier by sprinkling water, the amount of ammonia dissolved in the water film is small, and the contact between the raw gas and the microorganisms is hindered. It seems to decrease.

【0022】このため、図3の(c)に示すように、散
水頻度を変化させ、一日に4回の散水を行う場合には、
処理ガス中にアンモニア濃度が検出されることがほとん
どなくなった。また、それ以上に散水頻度を低下させる
と、再び除去性能が低下してくる。この最適散水頻度
は、原ガスのアンモニア負荷によって当然変化し、負荷
の上昇と温度の低下に伴って散水頻度を上げる必要があ
る。因に、原ガス中のアンモニア濃度が200ppmで
ある場合には最適散水頻度は1日に12回程度であっ
た。表1にアンモニア濃度の違いにおける最適散水頻度
の相違を示す。
Therefore, as shown in FIG. 3 (c), when the watering frequency is changed and watering is performed four times a day,
Almost no ammonia concentration was detected in the process gas. Further, if the frequency of sprinkling is further reduced, the removal performance will again decrease. This optimum watering frequency naturally changes depending on the ammonia load of the raw gas, and it is necessary to increase the watering frequency as the load increases and the temperature decreases. Incidentally, when the ammonia concentration in the raw gas was 200 ppm, the optimum watering frequency was about 12 times a day. Table 1 shows the difference in the optimum watering frequency depending on the ammonia concentration.

【0023】[0023]

【表1】 表1から明らかなように、原ガスアンモニア負荷が異な
っても、一旦散水した後に処理ガス中にアンモニア濃度
が検出されるまでの間に、充填層当りに供給するアンモ
ニア量は200g−N/m3 程度である。したがって、
充填層に流入する流入アンモニア量が200g−N/m
3 を超えないように、循環水を散水することにより、生
物活性の衰退を防止し、脱臭効率の低下を防止すること
ができる。
[Table 1] As is clear from Table 1, even when the raw gas ammonia load is different, the amount of ammonia supplied per packed bed is 200 g-N / m before the ammonia concentration is detected in the treated gas after water is once sprinkled. It is about 3 . Therefore,
The amount of inflowing ammonia flowing into the packed bed is 200 g-N / m
By sprinkling the circulating water so as not to exceed 3 , it is possible to prevent the decline of the biological activity and the deterioration of the deodorizing efficiency.

【0024】[0024]

【発明の効果】以上述べたように本発明によれば、充填
層に流入する流入アンモニア量が200g−N/m3
超えると微生物の生物活性の衰退が顕著になり、充填式
生物脱臭塔から排出する処理ガス中にアンモニアが残留
するようになるので、充填層に流入するアンモニア量が
200g−N/m3 を超えないように、循環水を散水す
ることにより、生物活性の衰退を防止し、脱臭効率の低
下を防止することができる。
As described above, according to the present invention, when the inflowing ammonia amount flowing into the packed bed exceeds 200 g-N / m 3 , the biological activity of microorganisms is significantly deteriorated, and the packed-type biological deodorizing tower is used. since ammonia so remaining in the treatment gas to be discharged from, as the amount of ammonia flowing into the packed bed does not exceed 200g-N / m 3, by sprinkling the circulating water, preventing the decline of the biological activity However, it is possible to prevent the deodorization efficiency from decreasing.

【図面の簡単な説明】[Brief description of 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 according to an 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 view showing an ammonia removal mechanism in the example.

【図3】(a)から(c)はそれぞれ同実施例における
散水頻度とアンモニアガス濃度の関係を示す関係図であ
る。
3 (a) to 3 (c) are relationship diagrams showing a relationship between a watering frequency and an ammonia gas concentration in the same example, respectively.

【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 1 Packing type biological deodorization tower 2 Packed layer 3 Water storage part 4 Sprinkling pump 5 pH meter 6 Chemical input pipe 8 Make-up water pipe 10 Raw gas supply pipe

フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 B01D 53/58 B01D 53/34 131 Continuation of the front page (51) Int.Cl. 6 Identification number Office reference number FI technical display location B01D 53/58 B01D 53/34 131

Claims (1)

【特許請求の範囲】[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、一度散水した後に次に
散水するまでの間に、充填層に流入する流入アンモニア
量が200g−N/m3 を超えないような散水頻度で散
水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 produced by a nitrification reaction of ammonia in a gas by a microorganism by intermittently sprinkling circulating water in a packed bed filled with a carrier of the microorganism and an ammonia group in the gas. In a packed type biological deodorization tower for washing ammonium nitrate and ammonium nitrite generated by the above and accumulated in the carrier, the amount of inflowing ammonia flowing into the packed bed is 200 g-N / m between the time of once watering and the time of next watering. A method for operating a packed biological deodorization tower, which is characterized by sprinkling water at a sprinkling frequency not exceeding 3 .
JP5180569A 1993-07-22 1993-07-22 Operation method of packed biological deodorization tower Expired - Fee Related JP3008969B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5180569A JP3008969B2 (en) 1993-07-22 1993-07-22 Operation method of packed biological deodorization tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5180569A JP3008969B2 (en) 1993-07-22 1993-07-22 Operation method of packed biological deodorization tower

Publications (2)

Publication Number Publication Date
JPH0731835A true JPH0731835A (en) 1995-02-03
JP3008969B2 JP3008969B2 (en) 2000-02-14

Family

ID=16085575

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5180569A Expired - Fee Related JP3008969B2 (en) 1993-07-22 1993-07-22 Operation method of packed biological deodorization tower

Country Status (1)

Country Link
JP (1) JP3008969B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
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USD836278S1 (en) 2016-03-09 2018-12-18 Whirlpool Corporation Food recycler
USD900424S1 (en) 2016-03-09 2020-10-27 Whirlpool Corporation Food recycler cover
USD935726S1 (en) 2016-03-09 2021-11-09 Whirlpool Corporation Food recycler
USD1027351S1 (en) 2016-03-09 2024-05-14 Whirlpool Corporation Food recycler

Also Published As

Publication number Publication date
JP3008969B2 (en) 2000-02-14

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