JP2017154101A - Water treatment equipment, and water treatment method - Google Patents
Water treatment equipment, and water treatment method Download PDFInfo
- Publication number
- JP2017154101A JP2017154101A JP2016040893A JP2016040893A JP2017154101A JP 2017154101 A JP2017154101 A JP 2017154101A JP 2016040893 A JP2016040893 A JP 2016040893A JP 2016040893 A JP2016040893 A JP 2016040893A JP 2017154101 A JP2017154101 A JP 2017154101A
- Authority
- JP
- Japan
- Prior art keywords
- water
- carrier
- treated
- hydrogen sulfide
- treatment tank
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 110
- 238000000034 method Methods 0.000 title claims description 25
- RWSOTUBLDIXVET-UHFFFAOYSA-N Dihydrogen sulfide Chemical compound S RWSOTUBLDIXVET-UHFFFAOYSA-N 0.000 claims abstract description 75
- 229910000037 hydrogen sulfide Inorganic materials 0.000 claims abstract description 74
- 230000000717 retained effect Effects 0.000 claims 1
- 239000002351 wastewater Substances 0.000 abstract description 13
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 30
- 239000002253 acid Substances 0.000 description 12
- 238000000855 fermentation Methods 0.000 description 10
- 230000004151 fermentation Effects 0.000 description 10
- 244000005700 microbiome Species 0.000 description 7
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 6
- 241000894006 Bacteria Species 0.000 description 4
- 239000003463 adsorbent Substances 0.000 description 3
- 235000014113 dietary fatty acids Nutrition 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 229930195729 fatty acid Natural products 0.000 description 3
- 239000000194 fatty acid Substances 0.000 description 3
- 150000004665 fatty acids Chemical class 0.000 description 3
- 239000000796 flavoring agent Substances 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- NINIDFKCEFEMDL-UHFFFAOYSA-N Sulfur Chemical compound [S] NINIDFKCEFEMDL-UHFFFAOYSA-N 0.000 description 2
- 238000005273 aeration Methods 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 235000013305 food Nutrition 0.000 description 2
- 239000010815 organic waste Substances 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 229910052717 sulfur Inorganic materials 0.000 description 2
- 239000011593 sulfur Substances 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000000571 coke Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000010840 domestic wastewater Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 102000004169 proteins and genes Human genes 0.000 description 1
- 108090000623 proteins and genes Proteins 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Images
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
Description
本発明は、嫌気性処理された硫化水素を含む被処理水を処理する水処理装置及び水処理方法に関する。更に詳しくは、嫌気性処理された硫化水素を含む被処理水を、担体が充填された処理槽により処理する水処理装置及び水処理方法に関する。 The present invention relates to a water treatment apparatus and a water treatment method for treating water to be treated containing anaerobic hydrogen sulfide. More specifically, the present invention relates to a water treatment apparatus and a water treatment method for treating water to be treated containing anaerobic hydrogen sulfide using a treatment tank filled with a carrier.
従来、生活排水などの有機性排水を処理する排水処理方法として、嫌気性微生物を用いて処理する方法が知られている（例えば、特許文献１参照）。特許文献１に記載の方法によれば、有機性排水を、酸生成槽、メタン発酵のための嫌気反応槽、及び付加した嫌気反応槽の順に通水することにより、有機性排水のＣＯＤを低下している。 Conventionally, as a wastewater treatment method for treating organic wastewater such as domestic wastewater, a method of treating using anaerobic microorganisms is known (see, for example, Patent Document 1). According to the method described in Patent Document 1, organic wastewater is passed through an acid generation tank, an anaerobic reaction tank for methane fermentation, and an added anaerobic reaction tank in this order, thereby reducing the COD of the organic wastewater. doing.
嫌気性処理槽から排出された処理排水には、硫化水素（Ｈ2Ｓ）が含まれていることがあり、そのまま放流すると、硫化水素のガスが揮発して異臭を発生する。そこで、本発明の課題は、嫌気性処理された処理排水から硫化水素を除去することである。 The treated wastewater discharged from the anaerobic treatment tank may contain hydrogen sulfide (H 2 S), and when discharged as it is, the hydrogen sulfide gas volatilizes and generates an odor. Therefore, an object of the present invention is to remove hydrogen sulfide from an anaerobic treated waste water.
本発明者は、上記の課題について鋭意検討した結果、担体を充填した処理槽において、硫化水素を含む被処理水を、特定の条件で処理することにより、硫化水素を除去できることを見出して、本発明を完成した。
すなわち、本発明は、以下の水処理装置及び水処理方法である。
As a result of intensive studies on the above problems, the present inventors have found that hydrogen sulfide can be removed by treating water to be treated containing hydrogen sulfide under specific conditions in a treatment tank filled with a carrier. Completed the invention.
That is, this invention is the following water treatment apparatuses and water treatment methods.
上記課題を解決するための本発明の水処理装置は、嫌気性処理された硫化水素を含む被処理水を処理する水処理装置であって、処理槽と、前記処理槽内に充填される担体と、を備え、前記処理槽は、前記担体に対する硫化水素の負荷が１ｋｇＨ2Ｓ／ｍ3担体・日以下の条件で、前記被処理水を処理することを特徴とする。 The water treatment apparatus of the present invention for solving the above problems is a water treatment apparatus for treating water to be treated containing anaerobically treated hydrogen sulfide, comprising a treatment tank and a carrier filled in the treatment tank And the treatment tank treats the water to be treated under the condition that the load of hydrogen sulfide on the carrier is 1 kgH 2 S / m 3 carrier · day or less.
また、上記課題を解決するための本発明の水処理装置は、嫌気性処理された硫化水素を含む被処理水を処理する水処理装置であって、処理槽と、前記処理槽内に充填される担体と、を備え、前記処理槽は、前記担体の充填率が１０％以上、かつ、前記被処理水の処理槽内における滞留時間が２時間以上の条件、又は、前記担体の充填率が２０％以上、かつ、前記被処理水の処理槽内における滞留時間が１時間以上の条件で、前記被処理水を処理することを特徴とする。 Moreover, the water treatment apparatus of the present invention for solving the above problems is a water treatment apparatus for treating water to be treated containing anaerobic treated hydrogen sulfide, which is filled in the treatment tank and the treatment tank. And the treatment tank has a condition that the filling rate of the carrier is 10% or more and the residence time in the treatment tank of the treated water is 2 hours or more, or the filling rate of the carrier is The treated water is treated under a condition of 20% or more and a residence time in the treated tank of the treated water of 1 hour or more.
上記の水処理装置によれば、嫌気性処理後の硫化水素を含む被処理水から硫化水素が除去されるため、硫化水素の揮発による異臭を低減することができる。
更には、被処理中の硫化水素を高度に除去することができるため、本発明の水処理装置により処理された処理水は、残存する硫化水素量の観点に限れば、そのまま排水路等に放流しても問題を生じない。また、更に別の処理を行う場合にも、後段の処理工程において異臭が発生するという問題を生じないという効果を奏する。
According to said water treatment apparatus, since hydrogen sulfide is removed from the to-be-processed water containing the hydrogen sulfide after anaerobic treatment, the bad smell by volatilization of hydrogen sulfide can be reduced.
Furthermore, since the hydrogen sulfide being treated can be removed to a high degree, the treated water treated by the water treatment apparatus of the present invention is discharged directly into a drainage channel or the like as far as the amount of remaining hydrogen sulfide is concerned. Even if it does not cause a problem. In addition, even when another process is performed, there is an effect that a problem that a bad odor is generated in a subsequent process step does not occur.
また、硫化水素が揮発して空気中に拡散すると、活性炭等の吸着剤を使用して空気中から硫化水素を除去する必要がある。そして、硫化水素の揮発する量が多くなると、活性炭等の吸着剤の交換頻度が高まりランニングコストが増えるという問題が生じる。上記の水処理装置によれば、被処理水中に含まれる硫化水素を酸化して除去するため、揮発する硫化水素の量を低減することができ、吸着剤の交換に要するランニングコストも低減することができる。 Moreover, when hydrogen sulfide volatilizes and diffuses in the air, it is necessary to remove the hydrogen sulfide from the air using an adsorbent such as activated carbon. If the amount of volatilization of hydrogen sulfide increases, there arises a problem that the replacement frequency of the adsorbent such as activated carbon increases and the running cost increases. According to the above water treatment apparatus, hydrogen sulfide contained in the water to be treated is oxidized and removed, so that the amount of volatilized hydrogen sulfide can be reduced and the running cost required for replacing the adsorbent can be reduced. Can do.
更に、本発明の水処理装置の一実施態様としては、被処理水の処理槽内における滞留時間は３時間以内であるという特徴を有する。
この特徴によれば、短時間で硫化水素を処理することができるため、処理槽の容量を縮小することができる。
Furthermore, as one embodiment of the water treatment apparatus of this invention, it has the characteristics that the residence time in the processing tank of to-be-processed water is less than 3 hours.
According to this feature, since hydrogen sulfide can be processed in a short time, the capacity of the processing tank can be reduced.
また、上記課題を解決するための本発明の水処理方法は、嫌気性処理された硫化水素を含む被処理水を処理する水処理方法であって、担体を充填した処理槽を用いて、前記担体に対する硫化水素の負荷が１ｋｇＨ2Ｓ／ｍ3担体・日以下の条件で、被処理水を処理する工程、充填率１０％以上で担体を充填した処理槽を用いて、被処理水を処理槽内に２時間以上滞留させる工程、又は、充填率２０％以上で担体を充填した処理槽を用いて、被処理水を処理槽内に１時間以上滞留させる工程、のいずれかの工程を備えたことを特徴とする。 Moreover, the water treatment method of the present invention for solving the above-mentioned problem is a water treatment method for treating water to be treated containing hydrogen sulfide that has been subjected to anaerobic treatment, using a treatment tank filled with a carrier, Treatment of water to be treated using a process for treating the water to be treated under the condition that the load of hydrogen sulfide on the carrier is 1 kgH 2 S / m 3 carrier / day or less, and a treatment tank filled with the carrier at a filling rate of 10% or more. Either a step of staying in a tank for 2 hours or more, or a process of holding a water to be treated in a treatment tank for 1 hour or more using a treatment tank filled with a carrier at a filling rate of 20% or more is provided. It is characterized by that.
上記の水処理方法によれば、上記水処理装置と同様、嫌気性処理後の硫化水素を含む被処理水から硫化水素が除去されるため、硫化水素の揮発による異臭を低減することができる。そのため、別の処理を行う場合にも、後段の処理工程において異臭が発生するという問題を生じないという効果を奏する。 According to the water treatment method, hydrogen sulfide is removed from the water to be treated containing hydrogen sulfide after the anaerobic treatment as in the case of the water treatment apparatus, so that it is possible to reduce off-flavors due to volatilization of hydrogen sulfide. Therefore, even when another process is performed, there is an effect that a problem that a bad odor is generated in a subsequent process step does not occur.
また、本発明の水処理方法により処理された処理水は、残存する硫化水素量の観点に限れば、そのまま排水路等に放流することができるため、有機性排水の処理工程を軽減することができる。 Moreover, since the treated water treated by the water treatment method of the present invention can be discharged as it is to the drainage channel as far as the amount of remaining hydrogen sulfide is concerned, the treatment process of organic wastewater can be reduced. it can.
また、上記の水処理方法によれば、揮発する硫化水素の量を低減することができるため、活性炭等の吸着剤の効果頻度を低下し、有機性排水の処理の作業が軽減される。 Moreover, according to said water treatment method, since the quantity of volatilizing hydrogen sulfide can be reduced, the effect frequency of adsorption agents, such as activated carbon, is reduced, and the operation | work of the treatment of organic waste water is reduced.
本発明の水処理装置によれば、嫌気性処理後の硫化水素を含む被処理水から硫化水素が除去されるため、硫化水素の揮発による異臭を低減することができる。 According to the water treatment device of the present invention, since hydrogen sulfide is removed from the water to be treated containing hydrogen sulfide after anaerobic treatment, it is possible to reduce off-flavors due to volatilization of hydrogen sulfide.
本発明の水処理装置は、嫌気性処理され、硫化水素を含有する被処理水を処理する水処理装置であって、処理槽と、処理槽内に充填される担体を備えている。 The water treatment apparatus of the present invention is a water treatment apparatus for treating water to be treated that is anaerobically treated and contains hydrogen sulfide, and includes a treatment tank and a carrier filled in the treatment tank.
本発明の水処理装置の用途は、嫌気性処理された硫化水素を含有する被処理水を処理して、被処理水内の硫化水素を低減する目的で利用される。例えば、下水処理場、食品工場等から発生する有機性排水を嫌気性微生物により嫌気性処理した処理排水を、本発明の水処理装置の被処理水として使用する。 The use of the water treatment apparatus of the present invention is utilized for the purpose of treating the treated water containing anaerobic treated hydrogen sulfide to reduce the hydrogen sulfide in the treated water. For example, treated wastewater obtained by anaerobically treating organic wastewater generated from sewage treatment plants, food factories, and the like with anaerobic microorganisms is used as treated water of the water treatment apparatus of the present invention.
次に、この発明の実施形態を、添付図面を参照して詳細に説明する。なお、この実施形態は、本発明を限定するものではない。
［第１の実施態様］
図１は、本発明の第１の実施態様の水処理装置１、及び、嫌気性処理装置４の構造を示す概略説明図である。
Next, embodiments of the present invention will be described in detail with reference to the accompanying drawings. Note that this embodiment does not limit the present invention.
[First Embodiment]
FIG. 1 is a schematic explanatory diagram illustrating the structures of a water treatment device 1 and an anaerobic treatment device 4 according to a first embodiment of the present invention.
（嫌気処理装置）
嫌気処理装置４は、酸生成槽５、メタン発酵槽６により構成され、有機性排水等の原水Ｗ２に嫌気性処理を行い、原水Ｗ２中に含まれる有機物からメタンガスＧを得る装置である。酸生成槽５は、酸生成菌等の微生物により原水Ｗ２中に含まれる糖、蛋白質又は油分などの固体や高分子有機物から低級脂肪酸を生成する酸生成工程を行うための槽であり、メタン発酵槽６は、低級脂肪酸からメタンを生成するメタン生成工程を行うための槽である。
(Anaerobic treatment device)
The anaerobic treatment device 4 includes an acid generation tank 5 and a methane fermentation tank 6, and is an apparatus that performs anaerobic treatment on the raw water W2 such as organic waste water and obtains methane gas G from organic substances contained in the raw water W2. The acid generation tank 5 is a tank for performing an acid generation process for generating a lower fatty acid from a solid or high molecular organic substance such as sugar, protein or oil contained in the raw water W2 by a microorganism such as an acid-producing bacterium. The tank 6 is a tank for performing the methane production | generation process which produces | generates methane from a lower fatty acid.
原水Ｗ２は、酸生成槽５により処理されると、酸生成処理水Ｗ３としてメタン発酵槽６の下部から流入し、メタン発酵槽６を上昇する。酸生成処理水Ｗ３は、メタン発酵槽６を上昇する間にメタン生成工程が行われ、一部の処理排水が本発明の水処理装置１の被処理水Ｗ０として使用される。残りの処理排水は、返送処理水Ｗ４として酸生成槽５へ返送され、酸生成槽５とメタン発酵槽６の間を循環する。循環することにより、メタン発酵の基質となる低級脂肪酸の濃度を高め、メタン発酵を効率的に実行することができる。 When the raw water W2 is treated by the acid production tank 5, it flows from the lower part of the methane fermentation tank 6 as the acid production treated water W3, and ascends the methane fermentation tank 6. The acid production treated water W3 undergoes a methane production step while ascending the methane fermentation tank 6, and a part of the treated waste water is used as the treated water W0 of the water treatment apparatus 1 of the present invention. The remaining treated waste water is returned to the acid generation tank 5 as return treated water W4 and circulates between the acid generation tank 5 and the methane fermentation tank 6. By circulating, the density | concentration of the lower fatty acid used as the substrate of methane fermentation can be raised, and methane fermentation can be performed efficiently.
なお、第１の実施態様の嫌気性処理装置４では、嫌気性処理としてメタン発酵を行う嫌気性処理装置であるが、嫌気性処理装置は、硫化水素を発生する嫌気性処理を行うものであればよく、制限されない。 In addition, although the anaerobic processing apparatus 4 of the first embodiment is an anaerobic processing apparatus that performs methane fermentation as an anaerobic process, the anaerobic processing apparatus performs an anaerobic process that generates hydrogen sulfide. There is no limit.
（水処理装置）
本発明の水処理装置１は、処理槽２と、処理槽２内に充填された担体３を備えている。また、処理槽２は、ブロアＢとこれに接続された散気装置とを備えており、散気装置に開口された散気孔より処理槽２内に微細気泡が供給される。微細気泡は、１ｍｍ以下の気泡の他、１００μｍ以下のマイクロバブル等でもよい。被処理水Ｗ０中との接触面積が大きいという観点から、マイクロバブルを利用することが好ましい。
(Water treatment equipment)
The water treatment apparatus 1 of the present invention includes a treatment tank 2 and a carrier 3 filled in the treatment tank 2. The processing tank 2 includes a blower B and an air diffuser connected to the blower B, and fine bubbles are supplied into the processing tank 2 from the air holes opened in the air diffuser. The fine bubbles may be microbubbles of 100 μm or less in addition to bubbles of 1 mm or less. From the viewpoint that the contact area with the water to be treated W0 is large, it is preferable to use microbubbles.
処理槽２には、好気性微生物として硫黄酸化菌が存在し、散気による好気性条件下で被処理水Ｗ０に含まれる硫化水素を酸化する。
また、本発明の水処理装置１では、処理槽２内に担体３が充填されており、硫黄酸化菌を含む好気性微生物が担体３に固定されている。これにより、硫黄酸化菌を高濃度で存在するため、硫化水素を効率的に除去することができる。
In the treatment tank 2, sulfur-oxidizing bacteria are present as aerobic microorganisms, and oxidize hydrogen sulfide contained in the water to be treated W0 under aerobic conditions by aeration.
Moreover, in the water treatment apparatus 1 of the present invention, the carrier 3 is filled in the treatment tank 2, and aerobic microorganisms containing sulfur oxidizing bacteria are fixed to the carrier 3. Thereby, since sulfur oxidation bacteria exist in high concentration, hydrogen sulfide can be removed efficiently.
担体３としては、特に制限されないが、例えば、プラスチック、スポンジ、多孔性焼結物、コークス等が挙げられる。微生物が固定されやすいように、表面積が大きく、通水性に優れたものが好ましい。担体３の大きさについても特に制限されないが、取扱い性の観点から、一般的には直径２〜２０ｍｍ、高さ２〜４０ｍｍの円柱又は円筒形、あるいは、２〜３０ｍｍ×２〜３０ｍｍ×２〜３０ｍｍの塊状である。 Although it does not restrict | limit especially as the support | carrier 3, For example, a plastic, sponge, porous sintered compact, coke etc. are mentioned. Those having a large surface area and excellent water permeability are preferred so that microorganisms can be easily fixed. The size of the carrier 3 is not particularly limited, but from the viewpoint of handleability, it is generally a cylinder or cylinder having a diameter of 2 to 20 mm and a height of 2 to 40 mm, or 2 to 30 mm × 2 to 30 mm × 2 It is a 30 mm lump.
＜担体の充填率＞
処理槽２の容量に対する担体３の充填率（体積％）は、１０％以上であることが好ましく、更に好ましくは１５％以上であり、特に好ましくは、２０％以上である。担体３の充填率を１０％以上とすることにより、硫化水素を効率的に除去することができる。
また、上限としては、特に制限されないが、好ましくは５０％以下であり、更に好ましくは４０％以下であり、特に好ましくは３０％以下である。５０％を超えて担体を充填しても硫化水素の除去率が上がらないため、技術的に意味がない。
なお、充填率とは、処理槽２に担体３を充填した際に、充填された担体３の嵩高（空隙を含む体積）を担体３の体積として、処理槽２の容量に対する担体３の体積％を算出したものである。
<Carrier filling rate>
The filling rate (volume%) of the carrier 3 with respect to the capacity of the treatment tank 2 is preferably 10% or more, more preferably 15% or more, and particularly preferably 20% or more. By setting the filling rate of the carrier 3 to 10% or more, hydrogen sulfide can be efficiently removed.
The upper limit is not particularly limited, but is preferably 50% or less, more preferably 40% or less, and particularly preferably 30% or less. Even if the carrier is filled in excess of 50%, the removal rate of hydrogen sulfide does not increase, so it is technically meaningless.
The filling rate is the volume% of the carrier 3 with respect to the capacity of the processing tank 2 with the bulk of the filled carrier 3 (volume including voids) being the volume of the carrier 3 when the carrier 3 is filled in the processing tank 2. Is calculated.
＜担体に対する硫化水素の負荷＞
処理槽２に供給する被処理水Ｗ０の流量は、担体３に対する硫化水素の負荷が１ｋｇＨ2Ｓ／ｍ3担体・日以下であることが好ましく、更に好ましくは、０．７ｋｇＨ2Ｓ／ｍ3担体・日以下であり、特に好ましくは、０．５ｋｇＨ2Ｓ／ｍ3担体・日以下である。担体３に対する硫化水素の負荷が１ｋｇＨ2Ｓ／ｍ3担体・日以下とする場合には、硫化水素の除去率を高めることができる。
なお、担体３に対する硫化水素の負荷を表す「ｋｇＨ2Ｓ／ｍ3担体・日」は、1日に担体１ｍ3当たりに供給される硫化水素の重量（ｋｇ）という意味である。硫化水素の重量は、被処理水Ｗ０中の硫化水素濃度を測定しておき、被処理水Ｗ０の流量から算出することができる。
<Load of hydrogen sulfide on the carrier>
The flow rate of the water to be treated W0 supplied to the treatment tank 2 is preferably such that the load of hydrogen sulfide on the carrier 3 is 1 kgH 2 S / m 3 carrier · day or less, more preferably 0.7 kgH 2 S / m 3. The amount is not more than the carrier · day, and particularly preferably not more than 0.5 kgH 2 S / m 3 carrier · day. When the load of hydrogen sulfide on the carrier 3 is 1 kgH 2 S / m 3 carrier · day or less, the removal rate of hydrogen sulfide can be increased.
The “kgH 2 S / m 3 carrier / day” representing the load of hydrogen sulfide on the carrier 3 means the weight (kg) of hydrogen sulfide supplied per 1 m 3 of carrier per day. The weight of hydrogen sulfide can be calculated from the flow rate of the water to be treated W0 by measuring the hydrogen sulfide concentration in the water to be treated W0.
＜滞留時間＞
被処理水Ｗ０の処理槽２内における滞留時間は、１時間以上であることが好ましい。滞留時間を１時間以上とすることにより、硫化水素の除去率を高めることができる。また、３時間以下であることが好ましく、２．５時間以下であることが更に好ましい。滞留時間を短縮することにより、処理槽２の容量を縮小することができる。
<Residence time>
The residence time of the water to be treated W0 in the treatment tank 2 is preferably 1 hour or longer. By setting the residence time to 1 hour or longer, the removal rate of hydrogen sulfide can be increased. Moreover, it is preferable that it is 3 hours or less, and it is still more preferable that it is 2.5 hours or less. By shortening the residence time, the capacity of the treatment tank 2 can be reduced.
また、これらの「担体の充填率」、「担体に対する硫化水素の負荷」、「滞留時間」の条件を組み合わせることにより、硫化水素の除去効率をより高めることができる。好ましい条件としては、担体の充填率が１０％以上、かつ、滞留時間が２時間以上である、又は、担体の充填率が２０％以上、かつ、滞留時間が１時間以上である。特に好ましい条件は、担体に対する硫化水素の負荷が０．６ｋｇＨ2Ｓ／ｍ3担体・日以下であり、担体の充填率が１５〜３０％、滞留時間が１．５〜２．５時間である。この条件は、被処理水から硫化水素を除去するという目的に特化した条件である。 Further, the efficiency of removing hydrogen sulfide can be further increased by combining these conditions of “carrier filling rate”, “load of hydrogen sulfide on the carrier”, and “residence time”. As preferable conditions, the filling rate of the carrier is 10% or more and the residence time is 2 hours or more, or the filling rate of the carrier is 20% or more and the residence time is 1 hour or more. Particularly preferable conditions are that the load of hydrogen sulfide on the carrier is 0.6 kgH 2 S / m 3 carrier · day or less, the filling rate of the carrier is 15 to 30%, and the residence time is 1.5 to 2.5 hours. . This condition is a condition specialized for the purpose of removing hydrogen sulfide from the water to be treated.
図２、図３には、「担体の充填率」、「担体に対する硫化水素の負荷」、「滞留時間」の各条件について、硫化水素の除去率を測定した結果を示すグラフである。
なお、硫化水素の除去率は、以下の式（１）により算出した。
硫化水素の除去率＝（被処理水Ｗ０のＨ2Ｓ濃度−処理水Ｗ１のＨ2Ｓ濃度）／被処理水Ｗ０のＨ2Ｓ濃度 …式（１）
その他の条件：［曝気量］：０．５〜１．５ＶＶＨ、［担体］１０ｍｍ×１０ｍｍ×１０ｍｍ：スポンジ担体
2 and 3 are graphs showing the results of measuring the removal rate of hydrogen sulfide under the conditions of “support filling rate”, “load of hydrogen sulfide on the support”, and “residence time”.
The removal rate of hydrogen sulfide was calculated by the following formula (1).
Removal rate of hydrogen sulfide = (H 2 S concentration in the treated water W0 - H 2 S concentration in the treated water W1) / H 2 S concentration Expression of the water to be treated W0 (1)
Other conditions: [aeration amount]: 0.5 to 1.5 VVH, [carrier] 10 mm × 10 mm × 10 mm: sponge carrier
図２を参照すると、担体に対する硫化水素の負荷が１ｋｇＨ2Ｓ／ｍ3担体・日以下の条件のとき、優れた硫化水素除去率が認められる。 Referring to FIG. 2, an excellent hydrogen sulfide removal rate is observed when the load of hydrogen sulfide on the carrier is 1 kgH 2 S / m 3 carrier · day or less.
図３を参照すると、担体の充填率が１０％以上、かつ、被処理水の処理槽内における滞留時間が２時間以上である条件、又は、担体の充填率が２０％以上、かつ、被処理水の処理槽内における滞留時間が１時間以上である条件において、優れた硫化水素除去率が認められる。 Referring to FIG. 3, the condition that the filling rate of the carrier is 10% or more and the residence time in the treatment tank is 2 hours or more, or the filling rate of the carrier is 20% or more and the treatment is performed. An excellent hydrogen sulfide removal rate is observed under the condition that the residence time in the water treatment tank is 1 hour or longer.
本発明の水処理装置の用途は、嫌気性処理された硫化水素を含有する被処理水を処理して、被処理水内の硫化水素を低減する目的で利用される。例えば、下水処理場、食品工場等から発生する有機性排水を嫌気性微生物により嫌気性処理した処理排水を、排水路等に放流する場合に、排水路等で異臭が発生しないように、本発明の水処理装置を利用して硫化水素を除去する。 The use of the water treatment apparatus of the present invention is utilized for the purpose of treating the treated water containing anaerobic treated hydrogen sulfide to reduce the hydrogen sulfide in the treated water. For example, the present invention prevents the generation of off-flavors in the drainage channel, etc., when the treated wastewater produced by anaerobic microorganisms from organic wastewater generated from sewage treatment plants, food factories, etc. is discharged to the drainage channel, etc. To remove hydrogen sulfide.
１…水処理装置、２…処理槽、３…担体、４…嫌気処理装置、５…酸生成槽、６…メタン発酵槽、Ｗ０…被処理水、Ｗ１…処理水、Ｗ２…原水、Ｗ３…酸生成処理水、Ｗ４…返送処理水、Ｇ…メタンガス、Ｐ…ポンプ、Ｂ…ブロア DESCRIPTION OF SYMBOLS 1 ... Water treatment apparatus, 2 ... Treatment tank, 3 ... Carrier, 4 ... Anaerobic treatment apparatus, 5 ... Acid production tank, 6 ... Methane fermentation tank, W0 ... To-be-treated water, W1 ... Treated water, W2 ... Raw water, W3 ... Acid generation treated water, W4 ... Returned treated water, G ... Methane gas, P ... Pump, B ... Blower
Claims (4)
処理槽と、
前記処理槽内に充填される担体と、を備え、
前記処理槽は、前記担体に対する硫化水素の負荷が１ｋｇＨ2Ｓ／ｍ3担体・日以下の条件で、前記被処理水を処理することを特徴とする水処理装置。 A water treatment apparatus for treating water to be treated containing anaerobic hydrogen sulfide,
A treatment tank;
A carrier filled in the treatment tank,
The processing bath, the load of hydrogen sulfide relative to the carrier in 1kgH 2 S / m 3 carrier-days following conditions, the water treatment apparatus, which comprises treating the water to be treated.
処理槽と、
前記処理槽内に充填される担体と、を備え、
前記処理槽は、
前記担体の充填率が１０％以上、かつ、前記被処理水の処理槽内における滞留時間が２時間以上の条件、又は、
前記担体の充填率が２０％以上、かつ、前記被処理水の処理槽内における滞留時間が１時間以上の条件で、前記被処理水を処理することを特徴とする水処理装置。 A water treatment apparatus for treating water to be treated containing anaerobic hydrogen sulfide,
A treatment tank;
A carrier filled in the treatment tank,
The treatment tank is
The condition that the filling rate of the carrier is 10% or more and the residence time in the treatment tank is 2 hours or more, or
The water treatment apparatus is characterized in that the water to be treated is treated under the condition that the filling rate of the carrier is 20% or more and the residence time in the treatment tank is 1 hour or more.
担体を充填した処理槽を用いて、前記担体に対する硫化水素の負荷が１ｋｇＨ2Ｓ／ｍ3担体・日以下の条件で、被処理水を処理する工程、
充填率１０％以上で担体を充填した処理槽を用いて、被処理水を処理槽内に２時間以上滞留させる工程、又は、
充填率２０％以上で担体を充填した処理槽を用いて、被処理水を処理槽内に１時間以上滞留させる工程、のいずれかの工程を備えたことを特徴とする水処理方法。 A water treatment method for treating water to be treated containing anaerobic hydrogen sulfide,
A step of treating water to be treated using a treatment tank filled with a carrier under a condition that a load of hydrogen sulfide on the carrier is 1 kgH 2 S / m 3 carrier / day or less;
Using a treatment tank filled with a carrier at a filling rate of 10% or more, the process water is retained in the treatment tank for 2 hours or more, or
A water treatment method comprising any one of the steps of using a treatment tank filled with a carrier at a filling rate of 20% or more to retain treated water in the treatment tank for 1 hour or more.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2016040893A JP6918441B2 (en) | 2016-03-03 | 2016-03-03 | Water treatment equipment and water treatment method |
| JP2019224930A JP6924812B2 (en) | 2016-03-03 | 2019-12-12 | Water treatment equipment and water treatment method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2016040893A JP6918441B2 (en) | 2016-03-03 | 2016-03-03 | Water treatment equipment and water treatment method |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2019224930A Division JP6924812B2 (en) | 2016-03-03 | 2019-12-12 | Water treatment equipment and water treatment method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2017154101A true JP2017154101A (en) | 2017-09-07 |
| JP6918441B2 JP6918441B2 (en) | 2021-08-11 |
Family
ID=59809016
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2016040893A Active JP6918441B2 (en) | 2016-03-03 | 2016-03-03 | Water treatment equipment and water treatment method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP6918441B2 (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000254684A (en) * | 1999-03-08 | 2000-09-19 | Sumitomo Heavy Ind Ltd | Treatment of reduced sulfur in anaerobic biological treatment waste water |
| JP2000301197A (en) * | 1999-04-16 | 2000-10-31 | Nkk Corp | Waste water treatment method and apparatus |
| JP2002079034A (en) * | 2000-09-08 | 2002-03-19 | Kurita Water Ind Ltd | Biological desulfurization method and apparatus |
| JP2002079294A (en) * | 2000-09-08 | 2002-03-19 | Kurita Water Ind Ltd | Biological desulfurization method and apparatus |
| JP2007175582A (en) * | 2005-12-27 | 2007-07-12 | Kurita Water Ind Ltd | Treatment apparatus and method of organic matter-containing waste water |
| WO2014167952A1 (en) * | 2013-04-08 | 2014-10-16 | 栗田工業株式会社 | Biological treatment method and device for organic wastewater |
| JP2015192949A (en) * | 2014-03-31 | 2015-11-05 | 住友重機械エンバイロメント株式会社 | Installation and method for water treatment |
-
2016
- 2016-03-03 JP JP2016040893A patent/JP6918441B2/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000254684A (en) * | 1999-03-08 | 2000-09-19 | Sumitomo Heavy Ind Ltd | Treatment of reduced sulfur in anaerobic biological treatment waste water |
| JP2000301197A (en) * | 1999-04-16 | 2000-10-31 | Nkk Corp | Waste water treatment method and apparatus |
| JP2002079034A (en) * | 2000-09-08 | 2002-03-19 | Kurita Water Ind Ltd | Biological desulfurization method and apparatus |
| JP2002079294A (en) * | 2000-09-08 | 2002-03-19 | Kurita Water Ind Ltd | Biological desulfurization method and apparatus |
| JP2007175582A (en) * | 2005-12-27 | 2007-07-12 | Kurita Water Ind Ltd | Treatment apparatus and method of organic matter-containing waste water |
| WO2014167952A1 (en) * | 2013-04-08 | 2014-10-16 | 栗田工業株式会社 | Biological treatment method and device for organic wastewater |
| JP2014200760A (en) * | 2013-04-08 | 2014-10-27 | 栗田工業株式会社 | Biological treatment method and apparatus of organic waste water |
| JP2015192949A (en) * | 2014-03-31 | 2015-11-05 | 住友重機械エンバイロメント株式会社 | Installation and method for water treatment |
Also Published As
| Publication number | Publication date |
|---|---|
| JP6918441B2 (en) | 2021-08-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP4610977B2 (en) | Method and apparatus for treating sludge return water | |
| JP2007090206A (en) | Wastewater treatment method and wastewater treatment apparatus | |
| JP5566147B2 (en) | Rice processing wastewater treatment method and equipment | |
| JP2007069091A (en) | Organic wastewater treatment method | |
| JP6749313B2 (en) | Water treatment method and water treatment device | |
| KR20140063454A (en) | Apparatus and method for treatment wastewater | |
| JP2009154131A (en) | Apparatus for removing dissolved hydrogen sulfide in anaerobic treatment | |
| JPH0531490A (en) | Biological treatment of organic sewage | |
| JP6670192B2 (en) | Organic sludge processing method and processing apparatus | |
| JP6924812B2 (en) | Water treatment equipment and water treatment method | |
| JP2010137149A (en) | Method and apparatus for biologically treating wastewater containing oil-and-fat in high concentration | |
| JP2010058078A (en) | Water treating system used for water treating method and it | |
| JP6918441B2 (en) | Water treatment equipment and water treatment method | |
| JP2015192949A (en) | Installation and method for water treatment | |
| JP6540437B2 (en) | Biological treatment method of treated water by aerobic fluidized bed | |
| JP2000218290A (en) | Sewage treatment and sewage treating device | |
| JP2002192181A (en) | High-degree treatment method for wastewater by addition of powdery activated carbon | |
| JP2016049512A (en) | Anaerobic ammonia oxidation treatment method, anaerobic ammonia oxidation treatment apparatus, and denitrification method of organic waste water | |
| JP2009072767A (en) | Activated sludge apparatus and treatment method | |
| JP2015188817A (en) | Waste water treatment facility and method | |
| JP2006239612A (en) | Biological treatment method of oils- and fats-containing wastewater | |
| JP3552754B2 (en) | Advanced treatment method of organic sewage and its apparatus | |
| JP2012035146A (en) | Water treatment method | |
| JP5873744B2 (en) | Organic wastewater and organic waste treatment method and treatment equipment | |
| JP2011072932A (en) | Method and apparatus for treating wastewater |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A625 | Written request for application examination (by other person) |
Free format text: JAPANESE INTERMEDIATE CODE: A625 Effective date: 20180517 |
|
| A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20190227 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20190312 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20190507 |
|
| A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20190917 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20191212 |
|
| C60 | Trial request (containing other claim documents, opposition documents) |
Free format text: JAPANESE INTERMEDIATE CODE: C60 Effective date: 20191212 |
|
| A911 | Transfer to examiner for re-examination before appeal (zenchi) |
Free format text: JAPANESE INTERMEDIATE CODE: A911 Effective date: 20191220 |
|
| C21 | Notice of transfer of a case for reconsideration by examiners before appeal proceedings |
Free format text: JAPANESE INTERMEDIATE CODE: C21 Effective date: 20191224 |
|
| A912 | Re-examination (zenchi) completed and case transferred to appeal board |
Free format text: JAPANESE INTERMEDIATE CODE: A912 Effective date: 20200207 |
|
| C211 | Notice of termination of reconsideration by examiners before appeal proceedings |
Free format text: JAPANESE INTERMEDIATE CODE: C211 Effective date: 20200218 |
|
| C22 | Notice of designation (change) of administrative judge |
Free format text: JAPANESE INTERMEDIATE CODE: C22 Effective date: 20201013 |
|
| C13 | Notice of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: C13 Effective date: 20210105 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20210308 |
|
| C22 | Notice of designation (change) of administrative judge |
Free format text: JAPANESE INTERMEDIATE CODE: C22 Effective date: 20210413 |
|
| C22 | Notice of designation (change) of administrative judge |
Free format text: JAPANESE INTERMEDIATE CODE: C22 Effective date: 20210511 |
|
| C23 | Notice of termination of proceedings |
Free format text: JAPANESE INTERMEDIATE CODE: C23 Effective date: 20210525 |
|
| C03 | Trial/appeal decision taken |
Free format text: JAPANESE INTERMEDIATE CODE: C03 Effective date: 20210629 |
|
| C30A | Notification sent |
Free format text: JAPANESE INTERMEDIATE CODE: C3012 Effective date: 20210629 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20210721 |
|
| R150 | Certificate of patent or registration of utility model |
Ref document number: 6918441 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |