JP3480904B2 - Method and apparatus for recovering phosphorus from sludge - Google Patents
Method and apparatus for recovering phosphorus from sludgeInfo
- Publication number
- JP3480904B2 JP3480904B2 JP32105198A JP32105198A JP3480904B2 JP 3480904 B2 JP3480904 B2 JP 3480904B2 JP 32105198 A JP32105198 A JP 32105198A JP 32105198 A JP32105198 A JP 32105198A JP 3480904 B2 JP3480904 B2 JP 3480904B2
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- phosphorus
- concentrated
- dehydrated
- separated
- 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
Links
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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E50/00—Technologies for the production of fuel of non-fossil origin
- Y02E50/30—Fuel from waste, e.g. synthetic alcohol or diesel
Landscapes
- Removal Of Specific Substances (AREA)
- Treatment Of Sludge (AREA)
- Fertilizers (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、下水を下水処理場
で活性汚泥等を用いて処理する際、この水処理系統より
発生する余剰汚泥と最初沈殿池汚泥との混合汚泥を嫌気
性雰囲気下で処理して、余剰汚泥に含まれているリン分
を溶液中に放出させ、この溶液中のリン分を回収する方
法とその装置に関する。TECHNICAL FIELD The present invention relates to the treatment of sewage in a sewage treatment plant by using activated sludge or the like, in which an excess sludge generated from this water treatment system and a sludge mixed with the first settling tank are treated in an anaerobic atmosphere. And a device for recovering the phosphorus content contained in this solution by releasing the phosphorus content contained in the excess sludge into the solution.
【0002】[0002]
【従来技術】河川や、湖沼や閉鎖性沿岸海域の水質汚濁
防止のため、工場および都市下水を処理する下水処理場
が各地に建設されている。これらの下水処理場におい
て、従来より行われている下水等の処理方法の一例を、
図4に示す。処理場に受け入れられた下水は、最初に沈
砂池において砂および粗いゴミなどが取り除かれる。次
に、最初沈殿池にて浮遊物質などが沈降され、最初沈殿
池汚泥と沈殿下水とに分離される。この前処理工程で分
離された沈殿下水は、反応槽において、活性汚泥を用い
好気性雰囲気下で処理され、沈殿下水中の有機物が主と
して取り除かれる。次に、最終沈殿池にて反応槽で処理
された活性汚泥と処理水とが分離され、活性汚泥が次の
工程へ送られると共に、分離された処理水が処理場外に
放出される。この処理工程で分離された活性汚泥は、返
送汚泥と余剰汚泥とに分けられ、返送汚泥は、上記反応
槽に戻されて活性汚泥として再利用され、余剰汚泥は系
外に排出される。BACKGROUND ART In order to prevent water pollution in rivers, lakes and marshes and closed coastal waters, factories and sewage treatment plants for treating urban sewage have been constructed in various places. At these sewage treatment plants, one example of conventional treatment methods for sewage, etc.
As shown in FIG. The sewage received at the treatment plant is first cleared of sand and coarse debris in the sand basin. Next, suspended solids and the like are first settled in the first settling tank and separated into sludge and settling sewage in the first settling tank. The precipitated sewage separated in this pretreatment step is treated in the reaction tank using activated sludge under an aerobic atmosphere, and the organic matter in the precipitated sewage is mainly removed. Next, in the final settling tank, the activated sludge treated in the reaction tank and the treated water are separated, the activated sludge is sent to the next step, and the separated treated water is discharged to the outside of the treatment plant. The activated sludge separated in this treatment process is divided into return sludge and excess sludge, and the returned sludge is returned to the reaction tank and reused as activated sludge, and the excess sludge is discharged out of the system.
【0003】この水処理系統で発生した余剰汚泥と、上
記最初沈殿池で沈殿した最初沈殿池汚泥(生汚泥)と
は、汚泥処理系において、単独でまたは両者の混合物で
濃縮され、濃縮汚泥と濃縮分離液とに分けられ、濃縮分
離液は水処理系統に戻される。分離された濃縮汚泥は、
脱水処理されて脱水分離液と脱水汚泥とに分離され、脱
水分離液は水処理系統に戻される。また、分離された脱
水汚泥は、埋め立てまたは焼却などの処理方法で処理さ
れる。Excess sludge generated in this water treatment system and the first settling tank sludge (raw sludge) settled in the first settling tank are concentrated in the sludge processing system alone or in a mixture of both, and concentrated sludge is obtained. The concentrated separated liquid is separated into the concentrated separated liquid and returned to the water treatment system. The separated concentrated sludge is
It is dehydrated and separated into dehydrated separated liquid and dehydrated sludge, and the dehydrated separated liquid is returned to the water treatment system. Further, the separated dehydrated sludge is treated by a treatment method such as landfill or incineration.
【0004】[0004]
【発明が解決しようとする課題】上記処理水には、リン
および窒素などの富栄養化の原因物質が含まれているた
め、湖沼や閉鎖性沿岸海域などの閉鎖性水域において、
水質の富栄養化による赤潮等の発生の一因となってい
る。この対策として、上記水処理系で、生物反応槽の前
段を嫌気性とすることにより、活性汚泥がリン分(正リ
ン酸イオン)をポリリン酸として蓄積し、上記処理水の
リン濃度を低減する処理法が普及しつつある。しかしな
がら、このポリリン酸を蓄積した活性汚泥を余剰汚泥と
して汚泥処理系に引き抜いた後、汚泥処理系で濃縮する
方法によっては、余剰汚泥からリン分が溶出するため、
濃縮分離液や脱水分離液のリン分濃度が増加する。この
リン分濃度が増加した濃縮分離液と脱水分離液とは返流
水として、水処理系に戻されるため、結果として、処理
水のリン濃度の低減効果が弱まるといった欠点が、リン
分を回収する下水処理で問題になっている。また、嫌気
性消化槽を設けた場合、この嫌気性消化槽で消化した消
化汚泥を脱水分離装置に輸送する際、嫌気性消化により
溶液側に放出されたリン分、マグネシウム分およびアン
モニア分等が反応し、輸送管内にリン酸アンモニウムマ
グネシウムの結晶を析出し、これが成長して輸送管の閉
塞事故などを起こしていた。Since the treated water contains eutrophication-causing substances such as phosphorus and nitrogen, it is difficult to solve the problem in closed water areas such as lakes and closed coastal waters.
It is a cause of the occurrence of red tides due to eutrophication of water quality. As a countermeasure against this, in the above water treatment system, by making the front stage of the biological reaction tank anaerobic, activated sludge accumulates phosphorus (orthophosphate ion) as polyphosphoric acid, and reduces the phosphorus concentration of the treated water. Treatment methods are becoming popular. However, after the activated sludge accumulating this polyphosphoric acid is drawn as excess sludge into the sludge treatment system, depending on the method of concentrating in the sludge treatment system, the phosphorus content is eluted from the excess sludge,
The phosphorus concentration of the concentrated separated liquid or the dehydrated separated liquid increases. The concentrated separated liquid and the dehydrated separated liquid with the increased phosphorus content concentration are returned to the water treatment system as return water, and as a result, the effect of reducing the phosphorus concentration of the treated water is weakened. It is a problem in sewage treatment. Further, when an anaerobic digester is provided, when the digested sludge digested in this anaerobic digester is transported to the dehydration separation device, the phosphorus content, magnesium content and ammonia content released to the solution side by the anaerobic digestion are The reaction caused the precipitation of crystals of magnesium ammonium phosphate in the transport pipe, which grew and caused a clogging accident of the transport pipe.
【0005】上記問題点や閉塞事故を解決するために、
現在、汚泥処理工程中で石灰、硫酸アルミニウム、硫酸
第二鉄、ポリ塩化アルミニウムなどの凝集剤を使用して
いる。これら凝集剤を用いた場合には、添加した凝集剤
の量に見合った汚泥の増加が生じるので、下水処理に伴
う汚泥の最終処分費用を増大させるという問題点があ
る。また、上記凝集剤とリン分とが反応して生成した生
成物は、化学的に安定なため、肥料などへの再利用価値
がない形態となっている。また、これらの生成物は、最
終的に脱水汚泥に含まれるため、都市下水処理に伴い発
生する下水処理の最終技術として注目されている脱水汚
泥のセメント原料化において、リン分によるセメントの
品質低下を招く結果、この処理技術が生かされにくい状
況を作り出している。In order to solve the above problems and blockage accidents,
At present, flocculants such as lime, aluminum sulfate, ferric sulfate and polyaluminum chloride are used in the sludge treatment process. When these coagulants are used, sludge increases in proportion to the amount of the coagulant added, which causes a problem of increasing the final disposal cost of sludge associated with sewage treatment. In addition, the product produced by the reaction of the aggregating agent and the phosphorus content is chemically stable, and thus has a form having no reusability for fertilizers and the like. In addition, since these products are finally contained in the dehydrated sludge, when the dehydrated sludge is used as a cement raw material, which is attracting attention as the final technology of the sewage treatment that occurs with the treatment of urban sewage, the deterioration of cement quality due to phosphorus content As a result, the situation in which this processing technology is hard to utilize is created.
【0006】[0006]
【課題を解決するための手段】本発明者等は、上記問題
点を解決し、効率よく混合汚泥中のリン分を回収すると
ともに、肥料として有効利用が可能な形態でリン分を回
収する方法を研究した結果、次に示す方法を発明するに
至った。請求項1に記載の発明は、下水処理場において
水処理系統より排出される余剰汚泥と最初沈殿池汚泥と
を乾燥重量ベースで1:1に混合した混合汚泥を、嫌気
性雰囲気下で処理して汚泥中のリン分を放出させ、この
処理汚泥を濃縮汚泥と濃縮分離液とに分離し、この濃縮
汚泥を嫌気性消化槽で消化した後、この消化汚泥を脱水
して脱水汚泥と脱水分離液とに分離し、この脱水分離液
と上記濃縮分離液とを混合し、この混合液に珪酸カルシ
ウム水和物を主成分とする脱リン材を接触させることに
より、混合液からリン分を回収する汚泥中のリン分回収
方法である。請求項2に記載の発明は、上記脱水分離液
および上記濃縮分離液からのリン分回収方法が、これら
の液中のカルシウム分濃度を90〜160mg/lに調
整し、この調整液のpH値を8〜9に調整し、脱リン材
で処理する請求項1に記載の汚泥中のリン分回収方法で
ある。請求項3に記載の発明は、下水処理場において水
処理系統より排出される余剰汚泥と最初沈殿池汚泥とを
乾燥重量ベースで1:1に混合した混合汚泥を嫌気性の
雰囲気下で処理してリン分を溶液中に放出させるリン放
出手段と、このリン放出手段によりリン分を放出した汚
泥を濃縮し、濃縮分離液と濃縮汚泥とに分離する濃縮手
段と、この濃縮手段で分離した濃縮汚泥を嫌気性雰囲気
下で消化する嫌気性消化手段と、この嫌気性消化手段で
消化した消化汚泥を脱水分離液と脱水汚泥とに分離する
脱水分離手段と、上記濃縮分離液および脱水分離液を同
一の水槽にて混合し、この混合液に水溶性カルシウム化
合物を添加し、これらの液中のカルシウム分濃度を90
〜160mg/lに調整する手段と、このカルシウム分
濃度を調整した溶液にアルカリ性物質を添加しpH値を
8〜9に調整するpH値調整手段と、このpH値を調整
した溶液から珪酸カルシウム水和物を主成分とする脱リ
ン材を用いてリン化合物を生成する反応槽とを備えた汚
泥中のリン分回収装置である。[Means for Solving the Problems] The present inventors have solved the above-mentioned problems and efficiently collect phosphorus in mixed sludge and also recover phosphorus in a form that can be effectively used as fertilizer. As a result of researching, the inventors have invented the following method. The invention according to claim 1 treats, in an anaerobic atmosphere, a mixed sludge in which surplus sludge discharged from a water treatment system at a sewage treatment plant and first settling tank sludge are mixed at a ratio of 1: 1 on a dry weight basis. Release the phosphorus content in the sludge, separate the treated sludge into concentrated sludge and concentrated separation liquid, digest this concentrated sludge in an anaerobic digestion tank, and then dehydrate this digested sludge to dehydrate sludge and dehydration separation This liquid is separated into
And the above concentrated separated liquid are mixed, and this mixture is mixed with calcium silicate.
For contacting dephosphorization material mainly composed of hydrated um
Is a method of recovering phosphorus from sludge in a mixed solution . In the invention according to claim 2, the method for recovering phosphorus from the dehydrated separated liquid and the concentrated separated liquid adjusts the calcium concentration in these liquids to 90 to 160 mg / l, and adjusts the pH value of the adjusted liquid. Is adjusted to 8 to 9 and treated with a dephosphorizing material. The invention according to claim 3 is that, in a sewage treatment plant, excess sludge discharged from the water treatment system and the first settling tank sludge are mixed in a ratio of 1: 1 on a dry weight basis to treat the mixed sludge under an anaerobic atmosphere. To release a phosphorus content into the solution by means of a phosphorus releasing means, a concentration means for concentrating the sludge releasing the phosphorus content by the phosphorus releasing means, and separating it into a concentrated separation liquid and a concentrated sludge, and a concentration separated by this concentration means. and anaerobic digestion means digesting with an anaerobic atmosphere sludge, and dewatering means for separating the digested sludge that had been digested with the anaerobic digestion unit to dehydration separated liquid and dewatered sludge, the concentrate separated liquid and dehydrating the separated liquid same
Mix in one water tank and add water-soluble calcium compound to this mixed solution to adjust the calcium concentration in these solutions to 90%.
˜160 mg / l, a pH value adjusting means for adjusting the pH value to 8 to 9 by adding an alkaline substance to the solution in which the calcium content concentration is adjusted, and calcium silicate water from the solution in which the pH value is adjusted. An apparatus for recovering phosphorus in sludge, comprising: a reaction tank for producing a phosphorus compound by using a dephosphorizing agent containing a hydrate as a main component .
【0007】[0007]
【発明の実施の形態】下水を活性汚泥法のリン分除去の
ための変法である嫌気−好気性法で処理する場合、余剰
汚泥は、高濃度のリン分を含んでいる。本発明は、この
余剰汚泥を濃縮する前に、最初沈殿池汚泥と混合し、こ
の混合汚泥を嫌気性雰囲気下で処理し、汚泥中のリン分
を溶液中に放出させた後、この溶液中のリン分(正リン
酸イオン)をヒドロキシアパタイトとして晶析させ、こ
れを回収する方法とその装置に関する。また、本発明の
方法と装置は、通常の活性汚泥法においても適用可能で
ある。本発明においては、上記水処理系統で発生した余
剰汚泥と上記生汚泥(最初沈殿池汚泥)との混合汚泥
を、嫌気性雰囲気下で処理してこの混合汚泥中のリン分
(ポリリン酸)を加水分解させて正リン酸として溶液中
に放出させ、汚泥中のリン分濃度を下げる。この汚泥を
重力濃縮、浮上濃縮、遠心濃縮などの濃縮装置で処理し
て、汚泥中の含水率を下げることにより、濃縮汚泥中の
リン分含有量を下げる。BEST MODE FOR CARRYING OUT THE INVENTION When sewage is treated by an anaerobic-aerobic method, which is a modified method for removing phosphorus in the activated sludge method, excess sludge contains a high concentration of phosphorus. In the present invention, before concentrating this excess sludge, first, it is mixed with a settling tank sludge, this mixed sludge is treated under an anaerobic atmosphere, and after the phosphorus content in the sludge is released into the solution, The present invention relates to a method and an apparatus for crystallizing the phosphorus component (orthophosphate ion) of hydroxyapatite as hydroxyapatite and recovering it. Moreover, the method and apparatus of the present invention can be applied to a usual activated sludge method. In the present invention, the mixed sludge of the excess sludge generated in the water treatment system and the raw sludge (first settling tank sludge) is treated under an anaerobic atmosphere to remove phosphorus (polyphosphoric acid) in the mixed sludge. It is hydrolyzed and released as orthophosphoric acid into the solution to reduce the phosphorus concentration in the sludge. The sludge is treated with a concentrating device such as gravity concentrating, floating concentrating, centrifugal concentrating or the like to reduce the water content in the sludge, thereby reducing the phosphorus content in the concentrated sludge.
【0008】また、このリン分含有量を下げた濃縮汚泥
を、更に、嫌気性消化槽で処理した後、脱水し、脱水汚
泥と脱水分離液とに分離する。この際、嫌気性消化槽で
処理した消化汚泥は、前以てリン分の含有率を下げてい
るので、この消化汚泥から仮にリン分が放出されたとし
ても、輸送管中にリン酸アンモニウムマグネシウムの結
晶が析出する可能性が少なくなる。本発明のリン分の回
収装置は、下水処理場で発生する余剰汚泥と生汚泥との
混合汚泥を上記濃縮装置により処理する前に嫌気性リン
放出槽で処理して、余剰汚泥中のリン分を溶液中に放出
させ、この溶液中のリン分を回収する装置に関するもの
である。その工程は図1に示すとおり、上記混合汚泥を
リン放出槽において嫌気性雰囲気下で処理し、混合汚泥
中のリン分を溶液側に放出させる。次に、この汚泥を重
力濃縮装置、遠心濃縮装置または浮上濃縮装置等の濃縮
手段で、濃縮汚泥と濃縮分離液とに分離し、濃縮汚泥中
のリン分濃度を下げる。この濃縮汚泥を脱水装置で脱水
汚泥と脱水分離液とに分離する。The concentrated sludge having a reduced phosphorus content is further treated in an anaerobic digestion tank and then dehydrated to be separated into dehydrated sludge and dehydrated separated liquid. At this time, the digested sludge treated in the anaerobic digestion tank has a lower phosphorus content in advance, so even if phosphorus is released from this digested sludge, ammonium magnesium phosphate is transported into the transport pipe. The possibility that the crystals will precipitate will be reduced. The phosphorus content recovery apparatus of the present invention treats the mixed sludge generated in the sewage treatment plant with the sludge mixed with the raw sludge in the anaerobic phosphorus release tank before the concentration apparatus, and removes the phosphorus content in the excess sludge. To a solution for releasing phosphorus in the solution. In the process, as shown in FIG. 1, the mixed sludge is treated in an phosphorus release tank under an anaerobic atmosphere to release the phosphorus content in the mixed sludge to the solution side. Next, this sludge is separated into a concentrated sludge and a concentrated separation liquid by a concentrating means such as a gravity concentrating device, a centrifugal concentrating device, or a flotation concentrating device, and the phosphorus concentration in the concentrated sludge is reduced. This concentrated sludge is separated into a dehydrated sludge and a dehydrated separated liquid by a dehydrator.
【0009】また、上記濃縮汚泥を嫌気性消化槽で消化
した後、脱水装置で脱水汚泥と脱水分離液とに分離す
る。上記濃縮分離液と脱水分離液は、何れも汚泥より放
出されたリン分(正リン酸イオン)を溶解しており、こ
の溶液(以下原水という)中のリン分(正リン酸イオ
ン)を脱リン材、例えば、本出願人が先に開示した特開
平10−34167号公報記載の脱リン材を用いて回収
するものである。その他の回収方法としては、リン鉱石
や骨炭を種結晶を用いる晶析法、または、リン酸アンモ
ニウムマグネシウム結晶物として回収する方法なども用
いることが出来る。上記脱リン材を用いる方法は、石灰
質原料と珪酸質原料とを主原料とし、これに水と起泡剤
を加えて高温高圧養生して製造したALC、または珪酸
カルシウム水和物を脱リン材として用いる方法である。After the concentrated sludge is digested in the anaerobic digestion tank, it is separated into dehydrated sludge and dehydrated separated liquid by a dehydrator. Both the concentrated separation liquid and the dehydrated separation liquid dissolve the phosphorus content (orthophosphate ion) released from the sludge, and the phosphorus content (orthophosphate ion) in this solution (hereinafter referred to as raw water) is removed. It is recovered by using a phosphorus material, for example, a dephosphorization material disclosed in Japanese Patent Application Laid-Open No. 10-34167 previously disclosed by the present applicant. As another recovery method, a crystallization method in which phosphate rock or bone charcoal is used as a seed crystal, or a method in which it is recovered as a magnesium ammonium phosphate crystal product can also be used. The method using the above dephosphorizing agent is a dephosphorizing agent for ALC or calcium hydrate hydrate, which is mainly produced from a calcareous raw material and a siliceous raw material, to which water and a foaming agent are added and cured at high temperature and high pressure. Is the method used as.
【0010】本発明のリン分回収方法は、図1に示すと
おり、原水に消石灰または塩化カルシウムをカルシウム
イオン源として添加し、この原水中のカルシウムイオン
濃度を90〜160mg/lに調整し、更に、この調整
液および/または上記反応槽のpH値が8〜9となるよ
うに水酸化カルシウム、苛性ソーダ等のアルカリ剤で調
整し、ALCおよび/または珪酸カルシウム水和物より
なる脱リン材を収納した反応槽中で、この脱リン材と接
触させ、この脱リン材の表面にヒドロキシアパタイトの
結晶を生成させる。このヒドロキシアパタイトの結晶を
生成させた脱リン材を所定時間使用した後、脱リン材を
交換し、リン分を回収する方法である。脱リン材を交換
する時期としては、下水処理場外に排出する処理水中の
リン分濃度が排出目標値を越えたとき、脱リン材を交換
する。その一方法として、使用中の脱リン材の脱リン効
率が通常の値より、70〜90%低下した時期を目安と
する方法などを挙げることが出来る。As shown in FIG. 1, the phosphorus content recovery method of the present invention comprises adding slaked lime or calcium chloride as a calcium ion source to raw water to adjust the calcium ion concentration in the raw water to 90 to 160 mg / l, and The pH of the adjusted solution and / or the reaction tank is adjusted to 8 to 9 with an alkaline agent such as calcium hydroxide or caustic soda, and a dephosphorization material composed of ALC and / or calcium silicate hydrate is stored. The hydroxyapatite crystals are formed on the surface of the dephosphorization material by contacting the dephosphorization material in the reaction tank. This is a method of using the dephosphorization material that has produced the hydroxyapatite crystals for a predetermined period of time, and then exchanging the dephosphorization material to recover the phosphorus content. The time to replace the dephosphorization material is to replace the dephosphorization material when the concentration of phosphorus in the treated water discharged outside the sewage treatment plant exceeds the discharge target value. As one of the methods, there can be mentioned a method in which the dephosphorization efficiency of the dephosphorizing agent in use is 70 to 90% lower than the usual value as a guide.
【0011】上記混合汚泥を嫌気性雰囲気下で処理すれ
ば、嫌気性消化と異なり、余剰汚泥からリン酸イオンを
短時間で放出させることが出来る。その放出処理時間と
しては、汚泥の性状にもよるが、例えば、混合汚泥の場
合、1〜2時間程度を目処する。1時間以下であると処
理時間が短すぎ、リン分の放出が充分でなく、処理時間
を2時間以上としても特に問題ないが、リンの放出量の
増加が緩やかとなるので、全体の処理効率が悪くなり、
この処理槽の容量が大きくなりすぎる。また、余剰汚泥
を単独で嫌気性雰囲気下処理する場合、上記混合汚泥に
比べリン分の放出が遅くなり、上記時間より長時間処理
する必要がある。従って、上記の通り余剰汚泥と生汚泥
の混合汚泥を処理すれば、リン分放出の立ち上がりが早
くなり、処理効率を向上させるので有効である。If the mixed sludge is treated in an anaerobic atmosphere, phosphate ions can be released from the excess sludge in a short time, unlike anaerobic digestion. The release treatment time depends on the properties of the sludge, but in the case of mixed sludge, for example, it is about 1 to 2 hours. If it is less than 1 hour, the treatment time is too short, the release of phosphorus is not sufficient, and there is no particular problem if the treatment time is more than 2 hours, but the increase in the release amount of phosphorus becomes gradual, so the overall treatment efficiency Becomes worse,
The capacity of this processing tank becomes too large. In addition, when the excess sludge is treated alone in an anaerobic atmosphere, the release of phosphorus is delayed as compared with the mixed sludge, and it is necessary to treat the sludge for a longer time than the above time. Therefore, it is effective to treat the mixed sludge of the excess sludge and the raw sludge as described above, because the rise of phosphorus content is accelerated and the treatment efficiency is improved.
【0012】処理する上記原水中のカルシウム分を調整
するカルシウム分濃度としては、90〜160mg/l
である。90mg/l以下ではカルシウム分濃度が不足
し、脱リン効率が低下する。160mg/l以上の濃度
に調整すると、カルシウム分の凝集反応生成物を生じ、
この凝集生成物が脱リン材表面に付着し、この脱リン材
の効率が低下し、リン分回収の効率も低下する可能性が
ある。The concentration of calcium in the raw water to be treated is 90 to 160 mg / l.
Is. When it is 90 mg / l or less, the calcium concentration is insufficient and the dephosphorization efficiency is lowered. When the concentration is adjusted to 160 mg / l or higher, a calcium-aggregation reaction product is produced,
This aggregated product may adhere to the surface of the dephosphorization material, which may reduce the efficiency of the dephosphorization material and the efficiency of phosphorus content recovery.
【0013】[0013]
【実施例】[実施例1]
下水処理場で発生した生汚泥と余剰汚泥(リン含有率:
4.0%)を採取し、この両汚泥を乾燥重量ベースで、
生汚泥と余剰汚泥とを1:1の割合で混合した混合汚泥
(リン含有率:2.5%)と余剰汚泥を試料とし、これ
を500mlの三角フラスコに充填し、ふたを上記三角
フラスコの口に詰め、ラボスタラーを用いて汚泥が分離
しない程度に30、60、90、150および240分
間攪拌した後、濾過し、濾液の正リン酸イオン濃度を測
定し、リン放出率を算出した。その結果は、表1に示す
とおりである。以上の結果より混合汚泥を嫌気性雰囲気
下で処理する時間は、表1に示す結果より、処理時間が
30分では、正リン酸イオンの放出割合が不足し、60
分以上処理すれば、汚泥中の正リン酸イオンを50〜8
0%程度放出可能である。また、余剰汚泥を単独で処理
する場合、混合汚泥に比べ、約10倍程度の処理時間が
必要と推測される。[Example] [Example 1] Raw sludge and excess sludge (phosphorus content:
4.0%) of both sludges on a dry weight basis,
Mixed sludge (phosphorus content: 2.5%) in which raw sludge and excess sludge were mixed at a ratio of 1: 1 and excess sludge were used as samples, and this was filled in a 500 ml Erlenmeyer flask, and the lid was placed on the Erlenmeyer flask. After filling the mouth with a lab stirrer, the mixture was stirred for 30, 60, 90, 150 and 240 minutes so that the sludge was not separated, and then filtered, and the concentration of orthophosphate ions in the filtrate was measured to calculate the phosphorus release rate. The results are shown in Table 1. From the above results, as for the time for treating the mixed sludge in the anaerobic atmosphere, from the results shown in Table 1, the treatment rate of 30 minutes, the release rate of orthophosphate ions was insufficient,
If treated for more than a minute, the positive phosphate ion in the sludge will be 50 to 8
About 0% can be released. Further, when treating the excess sludge alone, it is estimated that the treatment time is about 10 times longer than that of the mixed sludge.
【0014】[0014]
【表1】 [Table 1]
【0015】[実施例2]
余剰汚泥と生汚泥の混合汚泥の重力濃縮分離液を原水と
した。この原水を図2に示す試験装置で処理した。この
際の原水中の正リン酸イオン(PO4−P)濃度は、4
0mg/l前後であり、これに塩化カルシウムと苛性ソ
ーダ水溶液を添加して、この溶液中のカルシウムイオン
濃度とpHとを図3に示すようにB〜Hのレベルに調整
しながら、珪酸カルシウム水和物(平均粒径1.2m
m)100mlを詰めた反応槽中を空塔速度100ml
/hrの速度で通し、所定日数毎に処理水のリン濃度を
測定した。その結果は図3に示す通りである。この結果
より、原水中のカルシウムイオン濃度を90〜160m
g/lに調整し、さらにpH値を8〜9に調整すること
により、正リン酸イオンを75〜95%程度回収できる
ことが判明した。なお、試験レベルG、Hにおいては、
カルシウム調整槽に凝集反応生成物が確認された。従っ
て、このG、Hレベルのカルシウムイオン濃度は、過剰
添加であることが明らかである。[Example 2] A gravity concentrated separation liquid of a mixed sludge of excess sludge and raw sludge was used as raw water. This raw water was treated with the test apparatus shown in FIG. The concentration of orthophosphate (PO 4 -P) in the raw water at this time was 4
It is about 0 mg / l, and calcium chloride hydrated while adjusting calcium ion concentration and pH in this solution by adding calcium chloride and a caustic soda aqueous solution to the levels of B to H as shown in FIG. Thing (average particle size 1.2m
m) Superficial velocity of 100 ml in a reaction tank filled with 100 ml
The phosphorus concentration in the treated water was measured every predetermined number of days by passing it at a speed of / hr. The result is as shown in FIG. From this result, the calcium ion concentration in the raw water was 90-160 m.
It was found that by adjusting g / l and further adjusting the pH value to 8 to 9, positive phosphate ions can be recovered by about 75 to 95%. At the test levels G and H,
Aggregation reaction products were confirmed in the calcium adjusting tank. Therefore, it is clear that the G and H level calcium ion concentrations are excessive additions.
【0016】[0016]
【発明の効果】本発明のリン分回収方法およびその装置
は、下水を処理した際に発生する余剰汚泥と生汚泥との
混合汚泥を、嫌気性消化槽で消化する際、前もって汚泥
中のリン分濃度を下げているので、上記消化槽で発生す
る消化汚泥を、次の脱水装置に輸送する管内にリン酸ア
ンモニウムマグネシウムの結晶が生成し、この輸送管を
詰まらせる可能性が少なくなった為、安定した操業が確
保でき、汚泥処理全体の処理効率を向上させることが出
来るようになる。更に、本発明においては、混合汚泥を
消化することなく、活汚泥よりリン分を放出させるた
め、短時間の内にリン分の放出が行われるので、放出槽
の設置面積を小さくすることとが出来る。従って、既設
の設備にも容易に増設することが出来る。また、濃縮分
離液と脱水分離液中のリンを回収する際に、この液中添
加するカルシウムイオン量とpH値を所定の値に制御す
ることにより、長期間高効率に脱リン材を使用すること
が出来る。使用後の脱リン材は、産業廃棄物として破棄
することなく、珪酸質肥料、リン酸質肥料として、再利
用することが出来る。また、本発明の方法およびその装
置を用いて処理した脱水汚泥は、リン分の含有量が少な
いので、セメント原燃料として有効利用する場合、有害
なリン分によるセメントの品質低下を防ぐことが出来
る。EFFECT OF THE INVENTION The phosphorus recovery method and the apparatus thereof according to the present invention, when the sludge mixed with the excess sludge and the raw sludge generated when the sewage is treated is digested in the anaerobic digester, the phosphorus in the sludge is preliminarily obtained. Since the concentration is reduced, the digestion sludge generated in the digestion tank is transported to the next dehydrator, and magnesium ammonium phosphate crystals are generated in the pipe, which reduces the possibility of clogging this transport pipe. , The stable operation can be secured, and the treatment efficiency of the whole sludge treatment can be improved. Further, in the present invention, since the phosphorus content is released from the activated sludge without digesting the mixed sludge, the phosphorus content is released within a short time, so that it is possible to reduce the installation area of the release tank. I can. Therefore, it is possible to easily add to existing equipment. Further, when recovering phosphorus in the concentrated separated liquid and the dehydrated separated liquid, by controlling the amount of calcium ions added to the liquid and the pH value to predetermined values, the dephosphorizing material can be used with high efficiency for a long period of time. You can The dephosphorized material after use can be reused as siliceous fertilizer and phosphate fertilizer without being discarded as industrial waste. Further, since the dehydrated sludge treated by using the method and the apparatus thereof of the present invention has a low phosphorus content, it is possible to prevent the deterioration of cement quality due to harmful phosphorus when it is effectively used as a raw material fuel for cement. .
【図1】図1は本発明脱リン方法を示す工程図である。FIG. 1 is a process diagram showing a dephosphorization method of the present invention.
【図2】本発明の実施例2の試験工程図である。FIG. 2 is a test process diagram of Example 2 of the present invention.
【図3】実施例2におけるカルシウムイオン添加量とp
H値と脱リン効率との関係図である。3] Calcium ion addition amount and p in Example 2
It is a relationship diagram between H value and dephosphorization efficiency.
【図4】従来より行われている汚泥処理に係る1例を示
す工程図である。FIG. 4 is a process drawing showing an example of sludge treatment that has been conventionally performed.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI C05B 11/16 C05B 11/16 C05D 9/00 C05D 9/00 (72)発明者 福島 祐一 埼玉県大宮市北袋町1−297 三菱マテ リアル株式会社セメント研究所内 (72)発明者 松本 忠司 埼玉県大宮市北袋町1−297 三菱マテ リアル株式会社セメント研究所内 (72)発明者 阿部 雄一朗 埼玉県大宮市北袋町1−297 三菱マテ リアル株式会社セメント研究所内 (56)参考文献 特開 平8−10791(JP,A) 特開 昭56−150500(JP,A) 特開 平8−238499(JP,A) 特開 平7−303889(JP,A) 特開 平10−34167(JP,A) (58)調査した分野(Int.Cl.7,DB名) C02F 11/00 - 11/12 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI C05B 11/16 C05B 11/16 C05D 9/00 C05D 9/00 (72) Inventor Yuichi Fukushima 1-297 Kitabukuro-cho, Omiya-shi, Saitama Prefecture Mitsubishi Material Co., Ltd. Cement Research Institute (72) Inventor Tadashi Matsumoto 1-297 Kitabukuro-cho, Omiya-shi, Saitama Prefecture Mitsubishi Material Co., Ltd. Cement Research Institute (72) Inventor Yuichiro Abe 1-297 Kitabukuro-cho, Omiya-shi, Saitama Mitsubishi Mate (56) Reference JP-A-8-10791 (JP, A) JP-A-56-150500 (JP, A) JP-A-8-238499 (JP, A) JP-A-7-303889 (JP, A) JP 10-34167 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) C02F 11 / 00-11 / 12
Claims (3)
される余剰汚泥と最初沈殿池汚泥とを乾燥重量ベースで
1:1に混合した混合汚泥を、嫌気性雰囲気下で処理し
て汚泥中のリン分を放出させ、この処理汚泥を濃縮汚泥
と濃縮分離液とに分離し、この濃縮汚泥を嫌気性消化槽
で消化した後、この消化汚泥を脱水して脱水汚泥と脱水
分離液とに分離し、この脱水分離液と上記濃縮分離液と
を混合し、この混合液に珪酸カルシウム水和物を主成分
とする脱リン材を接触させることにより、混合液からリ
ン分を回収する汚泥中のリン分回収方法。1. A mixed sludge in which excess sludge discharged from a water treatment system at a sewage treatment plant and first sludge in a primary sedimentation tank are mixed on a dry weight basis in a ratio of 1: 1 is treated in an anaerobic atmosphere to remove sludge from the sludge. The phosphorus content is released, the treated sludge is separated into a concentrated sludge and a concentrated separation liquid, the concentrated sludge is digested in an anaerobic digestion tank, and then the digested sludge is dehydrated and separated into dehydrated sludge and dehydrated separated liquid. The dehydrated separated liquid and the concentrated separated liquid
And the calcium silicate hydrate is the main component in this mixture.
By contacting the dephosphorizing material to
A method of recovering phosphorus in sludge that recovers phosphorus.
らのリン分回収方法が、これらの液中のカルシウム分濃
度を90〜160mg/lに調整し、この調整液のpH
値を8〜9に調整し、上記脱リン材で処理する請求項1
に記載の汚泥中のリン分回収方法。2. The method for recovering phosphorus from the dehydrated separated liquid and the concentrated separated liquid is such that the calcium concentration in these liquids is adjusted to 90 to 160 mg / l, and the pH of the adjusted liquid is adjusted.
The value is adjusted to 8 to 9 and treated with the dephosphorizing material.
The method for recovering phosphorus in sludge as described in.
される余剰汚泥と最初沈殿池汚泥とを乾燥重量ベースで
1:1に混合した混合汚泥を嫌気性の雰囲気下で処理し
てリン分を溶液中に放出させるリン放出手段と、 このリン放出手段によりリン分を放出した汚泥を濃縮
し、濃縮分離液と濃縮汚泥とに分離する濃縮手段と、 この濃縮手段で分離した濃縮汚泥を嫌気性雰囲気下で消
化する嫌気性消化手段と、 この嫌気性消化手段で消化した消化汚泥を脱水分離液と
脱水汚泥とに分離する脱水分離手段と、 上記濃縮分離液および脱水分離液を同一の水槽にて混合
し、この混合液に水溶性カルシウム化合物を添加し、こ
れらの液中のカルシウム分濃度を90〜160mg/l
に調整する手段と、 このカルシウム分濃度を調整した溶液にアルカリ性物質
を添加しpH値を8〜9に調整するpH値調整手段と、 このpH値を調整した溶液から珪酸カルシウム水和物を
主成分とする脱リン材を用いてリン化合物を生成する反
応槽とを備えた汚泥中のリン分回収装置。3. A mixed sludge obtained by mixing the excess sludge discharged from the water treatment system and the first settling tank sludge in a ratio of 1: 1 on a dry weight basis in a sewage treatment plant is treated under an anaerobic atmosphere to remove phosphorus content. Phosphorus releasing means for releasing it into the solution, concentration means for concentrating the sludge that has released the phosphorus content by this phosphorus releasing means and separating it into concentrated separation liquid and concentrated sludge, and the concentrated sludge separated by this concentrating means Anaerobic digestion means for digesting under an atmosphere, dehydration separation means for separating digested sludge digested by this anaerobic digestion means into dehydrated separation liquid and dehydrated sludge, and the concentrated separation liquid and dehydrated separation liquid in the same water tank Mixed
Then, a water-soluble calcium compound was added to this mixed solution to adjust the calcium concentration in these solutions to 90 to 160 mg / l.
And a pH value adjusting means for adjusting the pH value to 8 to 9 by adding an alkaline substance to the calcium content adjusted solution, and calcium silicate hydrate from the pH adjusted solution.
An apparatus for recovering phosphorus in sludge, comprising a reaction tank for producing a phosphorus compound by using a dephosphorizing material as a main component .
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32105198A JP3480904B2 (en) | 1998-11-11 | 1998-11-11 | Method and apparatus for recovering phosphorus from sludge |
| DE1999625090 DE69925090T2 (en) | 1998-11-11 | 1999-10-30 | Process for recovering phosphate from sludge and system therefor |
| EP99121644A EP1000904B1 (en) | 1998-11-11 | 1999-10-30 | Method for recovering phosphate from sludge and system therefor |
| KR19990049211A KR100640698B1 (en) | 1998-11-11 | 1999-11-08 | Method for recovering phosphate from sludge and system therefor |
| US09/437,134 US6338799B1 (en) | 1998-11-11 | 1999-11-10 | Method for recovering phosphate from sludge and system therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32105198A JP3480904B2 (en) | 1998-11-11 | 1998-11-11 | Method and apparatus for recovering phosphorus from sludge |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2002367052A Division JP2003230899A (en) | 2002-12-18 | 2002-12-18 | Method and apparatus for recovering phosphorus from sludge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2000140891A JP2000140891A (en) | 2000-05-23 |
| JP3480904B2 true JP3480904B2 (en) | 2003-12-22 |
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ID=18128260
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP32105198A Expired - Fee Related JP3480904B2 (en) | 1998-11-11 | 1998-11-11 | Method and apparatus for recovering phosphorus from sludge |
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| Country | Link |
|---|---|
| JP (1) | JP3480904B2 (en) |
Families Citing this family (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003275774A (en) * | 2002-03-25 | 2003-09-30 | Mitsubishi Materials Corp | Phosphorus recovery material regeneration method and phosphorus recovery method |
| JP4007584B2 (en) * | 2002-06-07 | 2007-11-14 | 株式会社荏原製作所 | Method and apparatus for recovering phosphorus and nitrogen |
| JP4596897B2 (en) * | 2004-12-06 | 2010-12-15 | 日本下水道事業団 | Anaerobic digestion of organic waste |
| JP4612574B2 (en) * | 2006-03-28 | 2011-01-12 | メタウォーター株式会社 | Method for recovering phosphorus from sludge incineration ash |
| JP5001594B2 (en) * | 2006-06-28 | 2012-08-15 | 一般財団法人電力中央研究所 | Biomass fuel manufacturing method and biomass fuel system using the same |
| JP5164101B2 (en) * | 2008-03-31 | 2013-03-13 | 広島県 | Method for removing and collecting phosphorus in wastewater to be treated |
| JP2013119080A (en) * | 2011-12-09 | 2013-06-17 | Kobelco Eco-Solutions Co Ltd | Treatment method and treatment apparatus for phosphorus-containing wastewater |
| JP5540034B2 (en) * | 2012-03-07 | 2014-07-02 | 三井造船環境エンジニアリング株式会社 | Phosphorus recovery equipment for phosphorus-containing water |
| CN103641283B (en) * | 2013-11-26 | 2016-01-06 | 华南理工大学 | A kind of method reclaiming phosphorus from excess sludge of economy |
| JP5927216B2 (en) * | 2014-03-03 | 2016-06-01 | 三井造船環境エンジニアリング株式会社 | Phosphorus recovery equipment for phosphorus-containing water |
| JP6351115B2 (en) * | 2015-03-18 | 2018-07-04 | 太平洋セメント株式会社 | Method and apparatus for treating hydrous organic waste containing phosphorus component |
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