JPS6242678B2 - - Google Patents
Info
- Publication number
- JPS6242678B2 JPS6242678B2 JP11476278A JP11476278A JPS6242678B2 JP S6242678 B2 JPS6242678 B2 JP S6242678B2 JP 11476278 A JP11476278 A JP 11476278A JP 11476278 A JP11476278 A JP 11476278A JP S6242678 B2 JPS6242678 B2 JP S6242678B2
- Authority
- JP
- Japan
- Prior art keywords
- human waste
- human
- treatment
- aerobic
- treated
- 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
Links
- 239000010800 human waste Substances 0.000 claims description 107
- 238000011282 treatment Methods 0.000 claims description 39
- 239000003337 fertilizer Substances 0.000 claims description 25
- 102000004190 Enzymes Human genes 0.000 claims description 24
- 108090000790 Enzymes Proteins 0.000 claims description 24
- 229940088598 enzyme Drugs 0.000 claims description 24
- 238000000034 method Methods 0.000 claims description 22
- 239000007788 liquid Substances 0.000 claims description 16
- 238000002360 preparation method Methods 0.000 claims description 16
- 210000002700 urine Anatomy 0.000 claims description 14
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims description 10
- 229910052698 phosphorus Inorganic materials 0.000 claims description 10
- 239000011574 phosphorus Substances 0.000 claims description 10
- 108091005804 Peptidases Proteins 0.000 claims description 9
- ZLMJMSJWJFRBEC-UHFFFAOYSA-N Potassium Chemical compound [K] ZLMJMSJWJFRBEC-UHFFFAOYSA-N 0.000 claims description 9
- 239000011591 potassium Substances 0.000 claims description 9
- 229910052700 potassium Inorganic materials 0.000 claims description 9
- 108010059892 Cellulase Proteins 0.000 claims description 8
- 102000004882 Lipase Human genes 0.000 claims description 8
- 108090001060 Lipase Proteins 0.000 claims description 8
- 239000004367 Lipase Substances 0.000 claims description 8
- 239000004365 Protease Substances 0.000 claims description 8
- 102100037486 Reverse transcriptase/ribonuclease H Human genes 0.000 claims description 8
- 229940106157 cellulase Drugs 0.000 claims description 8
- 235000019421 lipase Nutrition 0.000 claims description 8
- 239000012535 impurity Substances 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 claims description 5
- 238000000926 separation method Methods 0.000 claims description 5
- 238000012216 screening Methods 0.000 claims description 3
- 238000010564 aerobic fermentation Methods 0.000 claims description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 31
- 238000000855 fermentation Methods 0.000 description 19
- 230000004151 fermentation Effects 0.000 description 19
- 229910052757 nitrogen Inorganic materials 0.000 description 16
- 238000005273 aeration Methods 0.000 description 14
- 244000005700 microbiome Species 0.000 description 13
- 230000008859 change Effects 0.000 description 9
- 235000013601 eggs Nutrition 0.000 description 8
- 239000005416 organic matter Substances 0.000 description 7
- 230000008569 process Effects 0.000 description 7
- 241000894006 Bacteria Species 0.000 description 5
- 238000005276 aerator Methods 0.000 description 5
- 239000004615 ingredient Substances 0.000 description 5
- 239000010802 sludge Substances 0.000 description 5
- 239000000126 substance Substances 0.000 description 5
- 241000607768 Shigella Species 0.000 description 4
- 238000010790 dilution Methods 0.000 description 4
- 239000012895 dilution Substances 0.000 description 4
- 230000000813 microbial effect Effects 0.000 description 4
- 235000019645 odor Nutrition 0.000 description 4
- 244000045947 parasite Species 0.000 description 4
- 235000018102 proteins Nutrition 0.000 description 4
- 102000004169 proteins and genes Human genes 0.000 description 4
- 108090000623 proteins and genes Proteins 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 239000000243 solution Substances 0.000 description 4
- 241001465677 Ancylostomatoidea Species 0.000 description 3
- 241000244203 Caenorhabditis elegans Species 0.000 description 3
- QGJOPFRUJISHPQ-UHFFFAOYSA-N Carbon disulfide Chemical compound S=C=S QGJOPFRUJISHPQ-UHFFFAOYSA-N 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 3
- 230000000593 degrading effect Effects 0.000 description 3
- 230000029087 digestion Effects 0.000 description 3
- MYMOFIZGZYHOMD-UHFFFAOYSA-N Dioxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 2
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 description 2
- 239000007864 aqueous solution Substances 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 239000002361 compost Substances 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 150000007524 organic acids Chemical class 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- LPXPTNMVRIOKMN-UHFFFAOYSA-M sodium nitrite Chemical compound [Na+].[O-]N=O LPXPTNMVRIOKMN-UHFFFAOYSA-M 0.000 description 2
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical group N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 1
- 239000004382 Amylase Substances 0.000 description 1
- 102000013142 Amylases Human genes 0.000 description 1
- 108010065511 Amylases Proteins 0.000 description 1
- 229920000856 Amylose Polymers 0.000 description 1
- 241000193830 Bacillus <bacterium> Species 0.000 description 1
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 1
- 241000193403 Clostridium Species 0.000 description 1
- RWSOTUBLDIXVET-UHFFFAOYSA-N Dihydrogen sulfide Chemical compound S RWSOTUBLDIXVET-UHFFFAOYSA-N 0.000 description 1
- 241000238631 Hexapoda Species 0.000 description 1
- OAKJQQAXSVQMHS-UHFFFAOYSA-N Hydrazine Chemical compound NN OAKJQQAXSVQMHS-UHFFFAOYSA-N 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 241000187708 Micromonospora Species 0.000 description 1
- 102000035195 Peptidases Human genes 0.000 description 1
- 229920001807 Urea-formaldehyde Polymers 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 238000013019 agitation Methods 0.000 description 1
- ZOJBYZNEUISWFT-UHFFFAOYSA-N allyl isothiocyanate Chemical compound C=CCN=C=S ZOJBYZNEUISWFT-UHFFFAOYSA-N 0.000 description 1
- 229910000147 aluminium phosphate Inorganic materials 0.000 description 1
- 235000019418 amylase Nutrition 0.000 description 1
- 235000021120 animal protein Nutrition 0.000 description 1
- 239000003242 anti bacterial agent Substances 0.000 description 1
- 229940088710 antibiotic agent Drugs 0.000 description 1
- 239000001913 cellulose Substances 0.000 description 1
- 229920002678 cellulose Polymers 0.000 description 1
- 239000013043 chemical agent Substances 0.000 description 1
- 230000018044 dehydration Effects 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- 229940079919 digestives enzyme preparation Drugs 0.000 description 1
- 238000007865 diluting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002255 enzymatic effect Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000011346 highly viscous material Substances 0.000 description 1
- 229910000037 hydrogen sulfide Inorganic materials 0.000 description 1
- 230000003301 hydrolyzing effect Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000000543 intermediate Substances 0.000 description 1
- 239000003621 irrigation water Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 244000000010 microbial pathogen Species 0.000 description 1
- 238000009629 microbiological culture Methods 0.000 description 1
- 239000008164 mustard oil Substances 0.000 description 1
- NHNBFGGVMKEFGY-UHFFFAOYSA-N nitrate group Chemical group [N+](=O)([O-])[O-] NHNBFGGVMKEFGY-UHFFFAOYSA-N 0.000 description 1
- 150000002829 nitrogen Chemical class 0.000 description 1
- 238000006864 oxidative decomposition reaction Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 235000010288 sodium nitrite Nutrition 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000011343 solid material Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- XSQUKJJJFZCRTK-UHFFFAOYSA-N urea group Chemical group NC(=O)N XSQUKJJJFZCRTK-UHFFFAOYSA-N 0.000 description 1
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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/20—Fertilizers of biological origin, e.g. guano or fertilizers made from animal corpses
-
- 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)
- Treatment Of Biological Wastes In General (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Fertilizers (AREA)
Description
本発明は、少なくともリパーゼ、セルラーゼ、
プロテアーゼを含有する酵素製剤を生し尿に対し
て0.01%以上添加し、次いでスクリーン処理して
このし尿中の夾雑物を固液分離処理した後これを
約25Nm3/B.O.D.Kg/日以上の曝気条件で好気的
にて、約50〜80℃の高温条件下で好気的高温醗酵
処理せしめて処理されたし尿が生し尿中のアンモ
ニア態窒素分、リン分およびカリウム分の肥料用
成分を損失することなく含有し、かつPHが弱塩基
性であるし尿の処理法に関するものであつて、そ
のし尿の処理において少なくともそのB.O.D.値
を低下せしめ、かつ回虫卵、鉤虫卵などのし尿中
の寄生虫卵や蛆、赤痢菌なども死滅せしめたもの
で、かつ特に生し尿中の窒素分、リン分およびカ
リウム分を肥料用とし、かつ弱塩基性のPHを呈す
る肥料用として良好に処理する有用なし尿の処理
に関するものである。
従来より、し尿の処理は種々の方法、装置を用
いて行なわれており、近年嫌気的処理および好気
的処理よりなる生物化学的手段によつて主に行な
われているものである。詳しくは、まず、し尿を
嫌気的条件下にしてし尿中の有機物を嫌気性の微
生物により、分解して低分子下せしめ、かつそれ
らの有機物、無機物を同化せしめ、次いでこれを
その有機物濃度を低下せしめるために、10〜20倍
量の水にて希釈し、この希釈液を曝気または散布
せしめて好気的条件下曝気の場合は曝気槽内の該
希釈液中に好気性の微生物を作用せしめ、また散
布の場合は材表面に固着した好気性の微生物に
対して該希釈液を散布して作用せしめ、その希釈
液中の有機物を同化、分解せしめ、これを放流せ
しめて、し尿を処理しているものである。またこ
れらの処理において、その嫌気的処理にて温水の
通過、その消化ガスの消化槽内燃焼やし尿の予備
加熱を行なつて40〜55℃程度の高温でその嫌気的
消化処理の日数を短縮する改良手段を用いられて
いるものである。しかしながら、これらのし尿の
処理は、上記の如く、嫌気的処理、好気的処理の
少なうとも2段階の処理工程を要するためその処
理日数は長く、かつその処理されたし尿は元来肥
料用として有用な窒素分、リン分、カリウム分な
どを含有しているにもかかわらず、これらの有用
な成分は、一旦希釈するために低濃度となり、さ
らに好気的処理において生成する余剰汚泥中にも
移行し、かつこの余剰汚泥は分離され、焼却破棄
されるため、処理されたし尿中の窒素分、リン
分、カリウム分などの成分は極しく低下している
もので、そのためにこの処理されたし尿は単に放
流にて処理しなければならない。再利用し難いも
のであつた。
また例えば米国特許第3864249号明細書におい
て、し尿などを汚水をあらかじめ中温菌で処理
し、次いで高温菌を用いて少なくとも42℃の条件
下で、高濃度酸素または純粋な酸素を用いてし尿
1当り1500mg以上の酸素量にてし尿処理してな
る方法が挙げられている。このし尿処理法は高温
菌を用いて少なくとも42℃の条件で処理しようと
するものであるが、用いる高温菌による有機物の
同化、分解のみではなく、極めて高価につく高濃
度酸素または純粋な酸素をし尿1当り1500mg以
上も使用して有機物を酸化せしめ、さらにその際
生じる泡の量や汚泥は別に分離回収してなるもの
で、高価な処理法であり、またし尿中の肥料用と
して有用な窒素分も酸化されてしまう恐れも多
く、またし尿成分を含む泡の層や生成する余剰の
汚泥分にリン分が移行し、それらを分離するため
にし尿から有用な肥料を得るための処理法として
は全く利用できないものであつた。さらにし尿に
種々の加水分解酵素、例えばアミラーゼ(アミロ
ース分解酵素)、リパーゼ(脂肪分解酵素)、プロ
テアーゼ(タンパク分解酵素)、セルラーゼ(セ
ルロース分解酵素)を用いてし尿を分解せしめ、
この酵素によつて加水分解された水溶性の低分子
量中間物をし尿から分離、回収し、この水溶液に
単細胞微生物を添加して培養せしめ、水溶液中の
有用物を微生物菌体タンパク質として利用せし
め、得られた微生物を動物用タンパク質分として
分離、回収し、これを飼料として利用し、かつ分
離液は微生物培養時に最初に含有されていた窒素
分の多くが取り除かれているために肥料としては
価値がなく、潅漑水として利用してなる処理法が
知られている(特開昭51−128473号公報)が、し
かしし尿成分を酵素処理してその有機物を低分子
化すればし尿中の低分子成分は微生物によく同化
され、微生物は作物の成長促進に利用され得る窒
素成分を利用して微生物菌体のタンパク分は増加
するもので、動物用飼料としては有効であるが、
肥料として用いるならば、この微生物が分解して
植物に利用できる状態までにならなければなら
ず、しかしまたこのような微生物中にはし尿由来
の窒素成分は保有しているものの、し尿に含有さ
れているカリウムなどの植物に有用な成分はほと
んど保有していないものであつて、肥料用として
の利用性は極しく低下するものである。またこの
ような微生物菌体の窒素はタンパク質態窒素であ
り、この窒素分が肥料用として効果を奏するため
には、まず微生物菌体内のタンパク質が菌体から
分離し、このタンパク態窒素がアミノ態、尿素態
となり、アンモニア態を経て、硝酸態となり植物
吸収されるもので、肥料用としては効率の悪いも
のである。また従来ではこのような微生物の増残
によつて生じた汚泥は分離されて破棄されてお
り、さらにその処理されたし尿は単に放流されて
いたものであつた。従つてまた、従来より、し尿
を肥料用として利用するに当つて、し尿の堆肥化
処理も行なわれているものであるが、この処理は
し尿を種々のゴミと混合してし尿中の微生物の作
用をもつてゴミとともに処理するものであつて、
し尿の良好な処理手段でなくかつこのようにして
処理された堆肥はそのB.O.D.値は極めて高く、
堆肥としての利用処理しか行なえないものであつ
た。
本発明者らは、し尿の処理において、生し尿の
有する有用な成分を損うことなく、かつ短期間に
てそのB.O.D.値をも著しく低下せしめてし尿を
良好に処理する有用なし尿の処理について種々研
究した結果、スクリーン処理にてし尿中の夾雑物
を除去した後、従来の処理手段である嫌気的処理
や希釈処理を行なうことなく、し尿投入槽、スク
リーン装置、好気的高温醗酵槽の工程において、
生し尿にまず、少なくともリパーゼ、セルラー
ゼ、プロテアーゼを含有する酵素製剤をし尿に対
して0.01%以上添加し、次いでスクリーン処理し
た後、約25Nm3/B.O.D.Kg/日以上の曝気条件下
にて、約50〜80℃の好気的、高温条件にて醗酵せ
しめることにより、そのし尿中のアンモニア態窒
素分、リン分およびカリウム分の肥料用成分を損
わず、かつそのB.O.D.値も著しく低下せしめて
なる弱塩基性を呈する処理されたし尿が得られる
ことを知つた。さらにこの処理されたし尿は、回
虫卵、鉤虫卵などのし尿中の寄生虫卵、さらに
蛆、赤痢菌などをも死滅せしめたもので、何んら
従来の二硫化炭素、亜硝酸ソーダ、芥子油や抗生
物質などの化学薬剤によるこれらの生物を殺滅す
る手段を行なう必要のないものであることを知つ
た。さらにまたこの処理工程における硫化水素の
発生も著しく抑制された悪臭を良好に防止する優
れた処理であることを見い出した。また、その処
理において、水を用いた没入型曝気装置を用いた
場合では34℃程度までの温度上昇することを知つ
たが、さらにし尿を用いて没入型曝気装置を用い
ることにより、その温度を約50℃以上に上昇せし
めて、そのエネルギーを有効に利用し得るもので
あることを知り、かつ高温条件として約50〜80℃
が良好であることを知つた。
本発明は上記の知見に基いて完成されたもの
で、少なくともリパーゼ、セルラーゼ、プロテア
ーゼを含有する酵素製剤を生し尿に対して0.01%
以上添加し、次いでスクリーン処理してこのし尿
中の夾雑物を固液分離処理した後これを約25N
m3/B.O.D.Kg/日以上の曝気条件で好気的に
て、約50〜80℃の高温条件下で好気的高温醗酵せ
しめて処理されたし尿がし尿中のアンモニア態窒
素、リン分およびカリウム分の肥料用成分を損失
することなく含有し、かつPHが弱塩基性であるこ
とを特徴とするし尿の処理法であつて、その目的
はし尿を肥料用として有用に、かつ害なく良好に
処理する方法を提供するものである。
本発明を実施するに当つて、対象するし尿とし
ては、生し尿が好適である。この生し尿を例えば
酵素製剤、クリンチーム(商品名:東洋クリーン
化学社製)にてそのセルラーゼ、プロテアーゼ、
リパーゼなどの酵素またはそれら酵素の培養物の
酵素作用にて処理したし尿を用いる。この処理し
たし尿としては、一般に生し尿に対して0.01%以
上添加すればよく、それにより、生し尿の粘性を
好適に低下せしめ、以後の固液分離処理や最終の
処理し尿の肥料用成分に良好な結果を与えるもの
である。また0.05%程度以上のクリンチームを添
加、混合は生し尿の粘性などの低下に特に差異を
認めないために経済的には0.05%以内が良好であ
る。このクリンチームなどの酵素製剤による酵素
処理は長時間を要するものでなく、一般に10〜25
時間程度行なえばよい。
次いでこの投入槽中の生し尿またはあらかじめ
酵素処理されたし尿は、直ちに固液分離装置へ送
られて、し尿中の夾雑物を除去、脱水するもので
あり、通常し尿の投入から約1日程度の時間にて
行なわれるものである。また使用される固液分離
装置としては通常し尿に使用されているものが用
いられ、例えば0.3〜1mm程度のスリツト巾を有
するスクリーン装置が汎用される。
さらに、このスクリーン装置にて夾雑物を除去
し、さらにこれを脱水した後そのし尿を、好気的
高温醗酵槽に送入するものである。この好気的高
温醗酵槽における好気的高温醗酵の条件として
は、約25Nm3/B.O.D.Kg/日以上の曝気条件を有
する曝気装置をその槽内に没入せしめたものが好
ましく、このように槽内に没入せしめることによ
り、その曝気装置の運転時の運動エネルギーや熱
エネルギーを有効に利用するものであり、特に水
中型エアレーターを用いることが好ましく、さら
にこのエネルギーによる熱利用の他に、別の加熱
手段を合せて行なつて約50〜80℃の高温に上昇せ
しめてもよく、さらに本発明においては、従来の
好気的処理前の希釈工程を行なつてないため、こ
のし尿は極めて高濃度の有機物等を有しているも
ので、その醗酵における発熱作用も極めて大きい
ものであつて、その発生する醗酵熱を利用して高
温化せしめればよい。またこの好気的高温醗酵層
における処理条件としては、約50〜80℃の高温条
件にもよるが、その好気的条件は通常約25〜50N
m3/B.O.D.Kg/日であり、これ以下の条件では
充分な好気的処理が行なわれず、またそのため醗
酵熱の利用も極しく劣化し、さらにそのために好
気的処理の低下を生じるもので、その結果その処
理し尿のB.O.D.値も高く何んらし尿を処理した
ものとはり得ず、またこれ以上の条件ではし尿中
の有機物中の肥料化のための成分はそれに関与す
る微生物の増殖の際に消費されて何んら肥料用と
しての価値を有さないものとなるものであり、ま
たその目的としての処理を行なうための高温条件
としては約25Nm3/B.O.D.Kg/日以上の曝気条件
下にて通常50〜80℃にて行なわれるものであり、
この高温条件を保つことによつて、この槽内の微
生物、例えばクロストリジウム属菌、バチルス属
菌、セルモアクチノマイセス属菌、サツカロモノ
スポラ属菌、セルモモノスポラ属菌、ミクロモノ
スポラ属菌などの内の高温醗酵菌が良好に作用す
るものであり、さらにその処理日数としては通常
20〜30日、好ましくは25〜28日間程度でよい。ま
たこの好気的高温醗酵槽は、第一好気的高温醗酵
槽、次いで第二好気的高温醗酵槽の2つの連続槽
を用いることがより良好に行なえるものである。
このようにして処理されたし尿は、例えば生し
尿のB.O.D.値13000〜20000ppmに対し、1000〜
1500ppmと著しくそのB.O.D.値を低下せしめた
ものであり、その総窒素分、アンモニア態窒素
分、リン分、カリウム分などはその生し尿に比べ
ほとんど変化していない、生し尿の肥料用成分を
何んら損なうことのない肥料成分を有している弱
塩基性を呈する処理し尿が得られたものである。
さらに、このようにして得られた処理されたし
尿は、その肥料用成分を充分に保持し、かつB.
O.D.値の低下したものであり、またこの処理さ
れたし尿においてはその高温条件のためにその回
虫卵や鉤虫卵などの寄生虫や蛆の存在は全くみら
れず、さらに赤痢菌なども8分程度にて死滅せし
めるものであつて、そのためにこの処理されたし
尿は次の貯槽に送入してこれを液体肥料としてそ
のまま有効に利用し得るものである。さらにま
た、この処理されたし尿はその好気的高温醗酵槽
の処理後、これを布による過装置を用いるこ
とによりそのB.O.D.値をさらに5分1程度の200
〜300ppm程度に低下し得るものであつて、これ
を次いで希釈することにより20〜30ppmの処理
された放流水として放出すればよいものである。
まず、本発明における生し尿に対する酵素製剤
(クリンチーム:少なくともリパーゼ、セルラー
ゼ、プロテアーゼを含有する酵素製剤)の添加量
について述べる。即ち、生し尿に対して酵素製剤
を、無添加、0.001%、0.03%、0.05%、0.1%の
各量を添加し、3時間後のし尿の粘性を測定し
た。
その結果、次の通りであつた。
The present invention provides at least lipase, cellulase,
An enzyme preparation containing protease is added to human urine at a rate of 0.01% or more, and then screened to remove impurities from the human waste through solid-liquid separation, and then subjected to aeration conditions of approximately 25 Nm 3 /BODKg/day or more. The processed human waste is subjected to aerobic high-temperature fermentation under high temperature conditions of approximately 50 to 80 degrees Celsius, and the processed human waste loses the fertilizer components such as ammonia nitrogen, phosphorus, and potassium in the human waste. This method relates to a method for treating human waste that contains no traces of worms and has a weakly basic PH, and that reduces at least the BOD value of the human waste and prevents parasites such as roundworm eggs and hookworm eggs from forming in the human waste. It kills insect eggs, maggots, Shigella, etc., and is especially useful for treating the nitrogen, phosphorus, and potassium content of raw human urine as a fertilizer, and has a weakly basic PH. This relates to the treatment of human waste. Conventionally, human waste has been treated using various methods and devices, and in recent years, biochemical means consisting of anaerobic treatment and aerobic treatment have been mainly used. Specifically, first, human waste is subjected to anaerobic conditions, and anaerobic microorganisms decompose the organic matter in the human waste into low-molecular substances, assimilate those organic and inorganic substances, and then reduce the concentration of organic matter. In order to increase the concentration of water, dilute it with 10 to 20 times the volume of water, and aerate or spray this diluted solution to cause aerobic microorganisms to act on the diluted solution in the aeration tank if aerated under aerobic conditions. In addition, in the case of spraying, the diluted solution is sprayed and acts on aerobic microorganisms that adhere to the surface of the material, assimilates and decomposes the organic matter in the diluted solution, and disposes of it to dispose of human waste. It is something that In addition, in these treatments, hot water passes through the anaerobic treatment, the digestion gas is burned in the digestion tank, and human waste is preheated to shorten the number of days for the anaerobic digestion treatment at a high temperature of about 40 to 55 degrees Celsius. It uses improved means to However, as mentioned above, the processing of these human wastes requires at least two steps of anaerobic treatment and aerobic treatment, so the processing time is long, and the treated human waste was originally used as fertilizer. Although it contains useful nitrogen, phosphorus, potassium, etc., these useful components become low in concentration due to dilution, and are also present in the surplus sludge produced during aerobic treatment. This excess sludge is separated and disposed of by incineration, so the components such as nitrogen, phosphorus, and potassium in the treated human waste are extremely low. Human waste must simply be disposed of by effluent. It was difficult to reuse. For example, in U.S. Pat. No. 3,864,249, sewage is treated with mesophilic bacteria in advance, and then treated with thermophilic bacteria at a temperature of at least 42°C using high concentration oxygen or pure oxygen. A method of treating human waste with an oxygen content of 1500 mg or more is mentioned. This human waste treatment method uses thermophilic bacteria to treat at a temperature of at least 42°C, but the thermophilic bacteria used do not only assimilate and decompose organic matter, but also require the use of highly concentrated or pure oxygen, which is extremely expensive. More than 1,500 mg of human waste is used to oxidize organic matter, and the amount of foam and sludge that is generated during this process is separated and collected separately, which is an expensive treatment method. There is also a high risk that the phosphorus content will be oxidized, and the phosphorus content will be transferred to the foam layer containing human waste components and the surplus sludge that is generated. was completely unavailable. Furthermore, human waste is decomposed using various hydrolytic enzymes such as amylase (amylose degrading enzyme), lipase (fat degrading enzyme), protease (proteolytic enzyme), and cellulase (cellulose degrading enzyme),
Water-soluble low molecular weight intermediates hydrolyzed by this enzyme are separated and recovered from human waste, unicellular microorganisms are added to this aqueous solution and cultured, and useful substances in the aqueous solution are utilized as microbial cell proteins; The resulting microorganisms are separated and collected as animal protein and used as feed, and the separated liquid has no value as fertilizer because much of the nitrogen originally contained during microbial culture has been removed. A treatment method is known in which water is used as irrigation water (Japanese Unexamined Patent Publication No. 128473/1983). The ingredients are well assimilated by microorganisms, and the microorganisms use nitrogen components that can be used to promote crop growth, increasing the protein content of microbial cells, making it effective as animal feed.
If it is to be used as fertilizer, the microorganisms must decompose it into a state that can be used by plants.Also, although these microorganisms retain nitrogen components derived from human waste, they cannot contain the nitrogen contained in human waste. It contains almost no components useful for plants, such as potassium, and its usability as a fertilizer is extremely reduced. In addition, the nitrogen in such microbial cells is protein nitrogen, and in order for this nitrogen to be effective as a fertilizer, the proteins within the microbial cells must first be separated from the cells, and this protein nitrogen must be converted into amino nitrogen. It becomes a urea form, then an ammonia form, and then a nitrate form, which is absorbed by plants, making it inefficient as a fertilizer. Furthermore, in the past, the sludge produced by the accumulation of microorganisms was separated and discarded, and the treated human waste was simply discharged. Therefore, in order to use human waste as fertilizer, human waste has traditionally been composted, but this process involves mixing the human waste with various types of garbage to eliminate the microorganisms in the human waste. It has a function and is disposed of together with garbage,
This is not a good means of treating human waste, and compost treated in this way has an extremely high BOD value.
It could only be used as compost. The present inventors have developed a method for processing useful human waste that can effectively reduce the BOD value in a short period of time without damaging the useful components of human waste. As a result of various studies, we have found that after removing impurities from human waste through screen treatment, we can develop human waste input tanks, screening equipment, and aerobic high-temperature fermentation tanks without using conventional treatment methods such as anaerobic treatment or dilution treatment. In the process,
First, an enzyme preparation containing at least lipase, cellulase, and protease is added to the human waste at a concentration of 0.01% or more based on the human waste, and then screened, and then under aeration conditions of about 25 Nm 3 /BODKg/day or more, about 50% By fermenting under aerobic, high-temperature conditions of ~80℃, the fertilizer ingredients such as ammonia nitrogen, phosphorus, and potassium in the human waste are not impaired, and the BOD value is significantly reduced. We learned that processed human waste that exhibits weak basicity can be obtained. Furthermore, this treated human waste has killed parasite eggs such as roundworm eggs and hookworm eggs, as well as maggots and Shigella, and is completely free from conventional carbon disulfide and sodium nitrite. I learned that there was no need to use chemical agents such as mustard oil or antibiotics to kill these organisms. Furthermore, it has been found that the generation of hydrogen sulfide in this treatment step is significantly suppressed, making it an excellent treatment that effectively prevents bad odors. In addition, we learned that when an immersive aeration device using water is used in the treatment, the temperature rises to about 34℃, but by using an immersive aeration device using human waste, the temperature can be lowered. I learned that it is possible to effectively use the energy by raising the temperature to about 50℃ or higher, and the high temperature condition is about 50 to 80℃.
I learned that it was in good condition. The present invention was completed based on the above findings, and the enzyme preparation containing at least lipase, cellulase, and protease is added to human urine at a concentration of 0.01%.
After adding the above and then screening to remove impurities in this human waste, solid-liquid separation treatment was carried out, and then approximately 25N
Ammonia nitrogen, phosphorus, and potassium in human waste are processed by aerobic fermentation under aerobic conditions of m 3 /BODKg/day or more and high temperature conditions of approximately 50 to 80℃. A method for treating human waste that is characterized by containing the same amount of fertilizer components without loss and having a weakly basic PH, and the purpose of which is to make human waste useful as fertilizer without causing any harm. It provides a method for processing. In carrying out the present invention, raw human waste is suitable as the target human waste. This raw human urine is treated with an enzyme preparation, Clinzyme (trade name: Toyo Clean Chemical Co., Ltd.), to extract cellulase, protease, etc.
Human waste treated with the enzymatic action of enzymes such as lipase or cultures of these enzymes is used. In general, this treated human waste should be added at 0.01% or more to the raw human waste, and by doing so, the viscosity of the raw human waste can be suitably reduced, and it can be used as a fertilizer ingredient in the subsequent solid-liquid separation treatment and the final treated human waste. It gives good results. In addition, adding and mixing clinzyme in an amount of about 0.05% or more makes no difference in the reduction of the viscosity of raw human urine, so economically it is best to keep it within 0.05%. This enzyme treatment using an enzyme preparation such as Clinzyme does not require a long time, and generally takes 10 to 25 hours.
It only takes about an hour. Next, the human waste or human waste that has been enzyme-treated in advance in this input tank is immediately sent to a solid-liquid separator to remove impurities from the human waste and dehydrate it, which usually takes about one day after the human waste is input. It will be held at a time of . The solid-liquid separator used is one normally used for human waste, and for example, a screen device having a slit width of about 0.3 to 1 mm is commonly used. Further, impurities are removed using this screen device, and after dehydration, the human waste is sent to an aerobic high temperature fermentation tank. The conditions for aerobic high-temperature fermentation in this aerobic high-temperature fermentation tank are preferably such that an aeration device with an aeration condition of approximately 25Nm 3 /BODKg/day or more is immersed in the tank. By immersing the aerator in the aerator, the kinetic energy and thermal energy during operation of the aeration device can be effectively used.It is particularly preferable to use a submersible aerator. A heating means may also be used to raise the temperature to a high temperature of about 50-80°C.Furthermore, in the present invention, since the conventional dilution step before aerobic treatment is not performed, this human waste has an extremely high concentration. It contains a high concentration of organic matter, etc., and its exothermic effect during fermentation is extremely large, and the fermentation heat generated can be used to raise the temperature. The processing conditions in this aerobic high temperature fermentation layer depend on the high temperature conditions of approximately 50 to 80℃, but the aerobic conditions are usually approximately 25 to 50N.
m 3 /BODKg/day, and if the conditions are below this, sufficient aerobic processing will not be carried out, and as a result, the utilization of fermentation heat will be extremely degraded, which will further cause a decline in aerobic processing. As a result, the BOD value of the treated night soil is so high that it cannot be considered that it has been processed in any way, and under conditions beyond this, the ingredients for fertilizer in the organic matter in the night soil are destroyed by the growth of the microorganisms involved in it. However, the high temperature conditions for processing for that purpose are under aeration conditions of approximately 25Nm 3 /BODKg/day or more. It is usually carried out at 50-80℃,
By maintaining this high temperature condition, the microorganisms in this tank, such as Clostridium spp., Bacillus spp., Selmoactinomyces spp., Satucharomonospora spp., Selmomonospora spp., Micromonospora spp. High-temperature fermentation bacteria such as these work well, and the processing time is usually
It may take about 20 to 30 days, preferably about 25 to 28 days. Further, this aerobic high temperature fermenter can be better carried out by using two consecutive tanks: a first aerobic high temperature fermenter and a second aerobic high temperature fermenter. For example, human waste treated in this way has a BOD value of 1000 to 20,000 ppm, compared to 13,000 to 20,000 ppm for raw human waste.
The BOD value has been significantly reduced to 1500ppm, and the total nitrogen content, ammonia nitrogen content, phosphorus content, potassium content, etc. have hardly changed compared to raw human urine.What are the fertilizer components of raw human urine? The obtained treated human waste exhibits weak basicity and contains fertilizer components without any damage. Furthermore, the treated human waste obtained in this way retains its fertilizer ingredients sufficiently and contains B.
It has a reduced OD value, and due to the high temperature conditions, no parasites or maggots such as roundworm eggs or hookworm eggs are found in this treated human waste, and Shigella etc. It kills the soil in about 8 minutes, so the treated human waste can be sent to the next storage tank and used as it is as a liquid fertilizer. Furthermore, after the treated human waste is processed in an aerobic high-temperature fermentation tank, the BOD value is further reduced by about 1/5 to 200 by using a cloth filtration device.
This can be reduced to about 300 ppm, which can then be diluted and released as treated effluent with a concentration of 20 to 30 ppm. First, the amount of an enzyme preparation (clinzyme: an enzyme preparation containing at least lipase, cellulase, and protease) added to human urine in the present invention will be described. That is, the enzyme preparation was added to fresh human urine in amounts of no additive, 0.001%, 0.03%, 0.05%, and 0.1%, and the viscosity of the human urine was measured 3 hours later. The results were as follows.
【表】
以上の通り、酵素製剤の無添加および0.001%
の添加の場合、そのし尿の粘性は著しく高く、ま
たそのため、以後の固液分離性に欠点があり、か
つ粘性の高いものは処理中の撹拌性も悪く、飛沫
を生じ、悪臭発生の原因にもなり、さらにスカム
も多いものである。
これに対し、酵素製剤の0.01%以上の添加の場
合にはその粘性も良好に低下し、そのために撹拌
性も良好で飛沫を生ずることなく悪臭も発生しな
いものである。
次いで、酵素製剤の添加量と最終のし尿処理物
の肥料用成分としての全窒素量、燐酸量
(P2O5)との関係を求めた。
測定に当つては、前記のし尿をスクリーン装置
により、し尿中のし渣を分離し、これを圧搾によ
り脱水した固形物中の全窒素およびP2O5の量を
分析した。
その結果、次の通りであつて[Table] As shown above, additive-free and 0.001% enzyme preparations
In the case of addition, the viscosity of the human waste is extremely high, which has a drawback in subsequent solid-liquid separation, and highly viscous materials have poor agitation during processing, causing splashes and causing foul odors. There is also a lot of scum. On the other hand, when the enzyme preparation is added in an amount of 0.01% or more, the viscosity of the preparation decreases favorably, and therefore, the stirrability is also good, and no droplets are generated and no bad odor is generated. Next, the relationship between the amount of the enzyme preparation added and the total amount of nitrogen and phosphoric acid (P 2 O 5 ) as fertilizer components of the final treated human waste was determined. In the measurement, the human waste was separated from the human waste using a screen device, and the human waste was dehydrated by squeezing, and the amount of total nitrogen and P 2 O 5 in the solid material was analyzed. The result is as follows.
【表】
その結果、し尿に酵素製剤を0.01%以上添加す
ることにより、し渣中に吸着、残存する窒素量お
よびP2O5量は著しく低下し、有効に処理し尿の
液性部分に移行したものであつた。
またこれらの結果からも明らかな通り、酵素製
剤の0.1%の添加量の場合には、特にそのし尿の
改善が認められないために経済的な立場からみ
て、0.01〜0.05%の添加が好ましいものである。
さらに、曝気条件と昇温条件とについて述べ
る。酵素製剤を添加(生し尿に対して0.03%)し
たし尿を、スクリーン装置にて処理した後、これ
に水中型エアレーターにて曝気し、し尿を好気的
処理してそのし尿に含まれる有機物質の酸化分解
等のエネルギーなどによるし尿液体の温度上昇を
求めた。その結果、次の通りであつた。[Table] As a result, by adding 0.01% or more of an enzyme preparation to human waste, the amount of nitrogen and P 2 O 5 adsorbed and remaining in the human waste is significantly reduced, and it is effectively processed and transferred to the liquid part of urine. It was something I did. Furthermore, as is clear from these results, in the case of the addition amount of 0.1% of the enzyme preparation, no improvement in night soil was observed, so from an economic standpoint, addition of 0.01 to 0.05% is preferable. It is. Furthermore, aeration conditions and temperature increase conditions will be described. Human waste to which an enzyme preparation has been added (0.03% based on fresh human urine) is treated with a screen device, and then aerated with a submersible aerator to treat the human waste aerobically and remove the organic substances contained in the human waste. The temperature rise in human waste liquid due to energy such as oxidative decomposition of substances was determined. The results were as follows.
【表】
以上の通り、本発明は、そのし尿処理の主たる
工程において、従来の嫌気的処理、希釈処理を行
なわず、好気的高温醗酵処理を行なつて、し尿本
元の肥料用成分を損なうことなく、かつそのB.
O.D.値を著しく低下せしめ、かつ全処理工程に
おいても短時間にて行なえるもので、さらに悪臭
の発生も著しく改良された有用なし尿の処理法で
ある。
次に本発明の実施例を挙げて具体的に述べる
が、本発明はこれによつて何んら限定されるもの
ではない。
実施例 1
カツターポンプ1を有する40t容し尿投入槽2
を固液分離装置3に接続し、これを曝気ポンプ4
をその槽の底部に没入せしめた80t容第一好気的
高温醗酵槽5に接続し、さらにこれを曝気ポンプ
6をその槽の底部に没入せしめた80容第二好気
的高温醗酵槽7に接続し、次いでこれを300t容貯
槽8に接続した。このし尿の処理方式は第1図に
示す通りである。
まず、収集生し尿40Kl(1週に1回)を投入槽
へ加え、次いでこれにクリンチーム(東洋クリー
ン化学社製):少なくともリパーゼ、セルラー
ゼ、プロテアーゼ含有酵素製剤0.03%を加えて充
分混合せしめ、そのし尿投入時より翌日に、この
し尿を0.3〜1mmのスリツト巾を有するスクリー
ンたる固液分離装置に通じて、し尿中の夾雑物を
除去、脱水(水分約60%程度)し、次いでこの夾
雑物を除去、脱水せしめたし尿は、水中エアレー
ター(ツルミポンプ社製)にて40〜45Nm3/B.O.
D.Kg/日の曝気条件下、約60℃にて、その第一
好気的高温醗酵および第二好気的高温醗酵を、通
じて28日間行なつた。
このし尿の処理において毎週1回40Klの生し尿
を投入するもので(即ち、し尿処理能力約5.7
Kl/日である)その処理における醗酵時の温度の
経時変化は第2図の●〓●にて示す通りであり、
し尿の投入時にその温度は約15℃程度低下するが
後日安定に約60℃付近の温度を保つているもので
ある。また第2図中、×〓×で示す曲線はし尿の
代りに水を用いた場合の温度変化である。
さらに、第3図はその処理における醗酵時のB.
O.D.の経時変化を示すもので、その結果、最小
23日程度にても充分処理せしめられたものである
ことが明らかである。
また第4図において、その処理における有機酸
の経時変化を示し、さらに第5図はその処理にお
けるCODの経時変化を示すものである。
従つてこれらの種々の経時変化をみれば、本発
明におけるし尿の処理日数としては25〜28日程度
が良好であると認められる。
また、上記のし尿の処理における各工程での分
析結果は第1表に示す通りである。[Table] As described above, in the main process of human waste treatment, the present invention uses aerobic high-temperature fermentation processing instead of conventional anaerobic treatment and dilution treatment to extract the original fertilizer components of human waste. Without detracting from the B.
This is a useful human waste treatment method that significantly reduces the OD value, can be completed in a short period of time during the entire treatment process, and also significantly reduces the generation of bad odors. Next, the present invention will be specifically described with reference to examples, but the present invention is not limited thereto. Example 1 40t human waste input tank 2 with cutter pump 1
is connected to the solid-liquid separator 3, and this is connected to the aeration pump 4.
is connected to a first 80-ton aerobic high-temperature fermentation tank 5 with an aeration pump 6 submerged in the bottom of the tank, and a second 80-capacity aerobic high-temperature fermentation tank 7 with an aeration pump 6 submerged in the bottom of the tank. This was then connected to a 300 t capacity storage tank 8. The method for disposing of this human waste is as shown in FIG. First, 40 Kl of collected human waste (once a week) was added to the input tank, and then Clinzyme (manufactured by Toyo Clean Chemical Co., Ltd.): an enzyme preparation containing at least 0.03% of lipase, cellulase, and protease was added and thoroughly mixed. The next day after the human waste is input, the human waste is passed through a solid-liquid separator, which is a screen with a slit width of 0.3 to 1 mm, to remove impurities in the human waste and dehydrate it (approximately 60% moisture). The human waste that has been removed and dehydrated is heated to 40 to 45 Nm 3 /BO using a submersible aerator (manufactured by Tsurumi Pump).
The first aerobic high temperature fermentation and the second aerobic high temperature fermentation were carried out for 28 days at about 60° C. under aeration conditions of D.Kg/day. To process this human waste, 40Kl of human waste is input once a week (that is, the human waste processing capacity is approximately 5.7 kg).
(Kl/day) The temperature change over time during fermentation in this process is as shown by ●〓● in Figure 2.
When the human waste is added, the temperature drops by about 15°C, but the temperature remains stable at around 60°C later on. In addition, in FIG. 2, the curve indicated by ×〓× represents the temperature change when water is used instead of human waste. Furthermore, Figure 3 shows the B.
It shows the change in OD over time, and as a result, the minimum
It is clear that the material was sufficiently processed even after about 23 days. Further, FIG. 4 shows the change in organic acid over time during the treatment, and FIG. 5 shows the change over time in COD during the treatment. Therefore, looking at these various changes over time, it is recognized that about 25 to 28 days is a good number of days for treating human waste in the present invention. Further, the analysis results at each step in the above-mentioned human waste treatment are shown in Table 1.
【表】【table】
【表】
さらに、この第二好気的高温醗酵槽における処
理し尿と生し尿との肥料成分の分析結果は第2表
に示す通りである。[Table] Furthermore, the analysis results of the fertilizer components of the treated human waste and raw human waste in this second aerobic high temperature fermentation tank are shown in Table 2.
【表】
以上の第1表および第2表より明らから通り、
本発明の処理し尿は、その肥料成分においてその
生し尿のその成分を損失しておらず、さらに肥料
用として生し尿のPHを農業用肥料としてより良好
なPH9程度を呈する弱塩基性に改質されているも
のであり、かつし尿処理としてのB.O.D.除去、
浮遊物質の除去など良好なものである。またこの
処理し尿からは寄生虫、蛆およびその他赤痢菌な
どの病原性微生物は検出されなかつた。
従つて、この第二好気的高温醗酵槽における処
理し尿を貯槽に送入して、これを液体肥料用とし
た。
さらにこの処理し尿を、放流の目的にて、布
を有する過装置にて過を行なつた結果、その
液の性質は、PH9.06、C.O.D.mg/2200、B.
O.D.mg/230、アンモニア性アルブミノイド性
窒素mg/2420、蒸発残留物mg/11300、強熱
残留物mg/7430、強熱減量mg/3870、右機酸
mg/160、塩素イオンmg/3650であり、この
液は単に希釈することにより放流し得るもので
あつた。[Table] As is clear from Tables 1 and 2 above,
The treated human waste of the present invention does not lose any of the components of the human waste in its fertilizer components, and furthermore, the pH of the human waste is modified to be weakly basic and has a pH of about 9, which is better for use as an agricultural fertilizer. BOD removal as human waste treatment,
It is effective in removing suspended solids. In addition, no parasites, maggots, or other pathogenic microorganisms such as Shigella were detected in the treated human waste. Therefore, the treated human waste in the second aerobic high-temperature fermentation tank was sent to a storage tank to be used as liquid fertilizer. Furthermore, this treated human waste was filtered through a filter device with cloth for the purpose of discharge, and the properties of the liquid were PH9.06, CODmg/2200, and B.
ODmg/230, ammoniacal albuminoid nitrogen mg/2420, evaporation residue mg/11300, ignition residue mg/7430, loss on ignition mg/3870, right machine acid
mg/160 and chloride ion mg/3650, and this liquid could be discharged by simply diluting it.
第1図は本発明のし尿の処理方式を示し、第2
図は処理における温度の経時変化を示し、第3図
は処理におけるB.O.D.の経時変化を示し、第4
図は処理における有機酸の経時変化を示し、第5
図は処理におけるC.O.D.の経時変化を示す。
Figure 1 shows the human waste treatment method of the present invention, and Figure 2
Figure 3 shows the change in temperature over time in the treatment, Figure 3 shows the change in BOD over time in the treatment, and Figure 4 shows the change in BOD over time in the treatment.
The figure shows the change in organic acid over time during treatment, and the fifth
The figure shows the time course of COD during treatment.
Claims (1)
ーゼを含有する酵素製剤を生し尿に対して0.01%
以上添加し、次いでスクリーン処理してこのし尿
中の夾雑物を固液分離処理した後これを約25N
m3/B.O.D.Kg/日以上の曝気条件で好気的に
て、約50〜80℃の高温条件下で好気的高温醗酵処
理せしめて処理されたし尿が生し尿中のアンモニ
ア態窒素分、リン分およびカリウム分の肥料用成
分を損失することなく含有し、かつPHが弱塩基性
であることを特徴とするし尿の処理法。1 Add an enzyme preparation containing at least lipase, cellulase, and protease to raw human urine at 0.01%.
After adding the above and then screening to remove impurities in this human waste, solid-liquid separation treatment was carried out, and then approximately 25N
Human waste processed by aerobic fermentation under aerobic conditions of m 3 /BODKg/day or more and high temperature conditions of approximately 50 to 80°C is processed to reduce the ammonia nitrogen and phosphorus content in human urine. 1. A method for treating human waste, characterized by containing fertilizer components such as water and potassium without loss, and having a pH that is weakly basic.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11476278A JPS5541840A (en) | 1978-09-19 | 1978-09-19 | Aerobic, high temperature fermentation treatment of sewage and system therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11476278A JPS5541840A (en) | 1978-09-19 | 1978-09-19 | Aerobic, high temperature fermentation treatment of sewage and system therefor |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP57178516A Division JPS5874185A (en) | 1982-10-13 | 1982-10-13 | Treatment for night soil |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5541840A JPS5541840A (en) | 1980-03-24 |
JPS6242678B2 true JPS6242678B2 (en) | 1987-09-09 |
Family
ID=14646039
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11476278A Granted JPS5541840A (en) | 1978-09-19 | 1978-09-19 | Aerobic, high temperature fermentation treatment of sewage and system therefor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5541840A (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57209894A (en) * | 1981-06-16 | 1982-12-23 | Cubic Eng Kk | Livestock excrements treatment device |
JPS5898187A (en) * | 1981-12-04 | 1983-06-10 | Ebara Corp | Operation of aerating cell equipped with defoaming means |
JPS6054799A (en) * | 1983-09-05 | 1985-03-29 | Ootosetsuto:Kk | Treating agent of water-containing material |
JPH02207896A (en) * | 1989-02-03 | 1990-08-17 | Tsurumi Mfg Co Ltd | Treatment of high-concentration organic waste water |
JPH05245499A (en) * | 1991-12-13 | 1993-09-24 | Tohoku Hatsuden Kogyo Kk | Production of solidifying treatment agent of waste oil/ waste acid type industrial waste |
JP5127174B2 (en) * | 2006-07-14 | 2013-01-23 | 旭化成クリーン化学株式会社 | Liquid fertilizer manufacturing apparatus and method |
CN104892038B (en) * | 2015-05-27 | 2017-12-29 | 李泽 | A kind of production method of fertilizer |
JP6777336B2 (en) * | 2018-12-17 | 2020-10-28 | 株式会社京玉エンジニアリング | Sewage treatment system |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3864247A (en) * | 1971-03-25 | 1975-02-04 | Laval Separator Co De | Biological decomposition of organic material by thermophilic microorganisms |
JPS51128473A (en) * | 1975-04-16 | 1976-11-09 | Erickson Lennart G | Production of feed supplement of body protein |
-
1978
- 1978-09-19 JP JP11476278A patent/JPS5541840A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3864247A (en) * | 1971-03-25 | 1975-02-04 | Laval Separator Co De | Biological decomposition of organic material by thermophilic microorganisms |
JPS51128473A (en) * | 1975-04-16 | 1976-11-09 | Erickson Lennart G | Production of feed supplement of body protein |
Also Published As
Publication number | Publication date |
---|---|
JPS5541840A (en) | 1980-03-24 |
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