JP2004530530A5 - - Google Patents
Download PDFInfo
- Publication number
- JP2004530530A5 JP2004530530A5 JP2002532170A JP2002532170A JP2004530530A5 JP 2004530530 A5 JP2004530530 A5 JP 2004530530A5 JP 2002532170 A JP2002532170 A JP 2002532170A JP 2002532170 A JP2002532170 A JP 2002532170A JP 2004530530 A5 JP2004530530 A5 JP 2004530530A5
- Authority
- JP
- Japan
- Prior art keywords
- region
- aqueous solution
- anaerobic
- solids
- aerobic
- 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.)
- Withdrawn
Links
- 239000007864 aqueous solution Substances 0.000 claims 67
- 239000007787 solid Substances 0.000 claims 32
- 238000000034 method Methods 0.000 claims 15
- 238000000746 purification Methods 0.000 claims 15
- 238000001914 filtration Methods 0.000 claims 12
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims 11
- 229910052760 oxygen Inorganic materials 0.000 claims 11
- 239000001301 oxygen Substances 0.000 claims 11
- 238000002156 mixing Methods 0.000 claims 8
- 239000000725 suspension Substances 0.000 claims 8
- 230000000813 microbial effect Effects 0.000 claims 7
- 239000002351 wastewater Substances 0.000 claims 7
- 244000005700 microbiome Species 0.000 claims 6
- 239000010802 sludge Substances 0.000 claims 6
- 239000011343 solid material Substances 0.000 claims 6
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims 5
- 230000001590 oxidative effect Effects 0.000 claims 5
- 239000011574 phosphorus Substances 0.000 claims 5
- 229910052698 phosphorus Inorganic materials 0.000 claims 5
- 230000003134 recirculating effect Effects 0.000 claims 5
- 238000003756 stirring Methods 0.000 claims 5
- 230000002934 lysing effect Effects 0.000 claims 4
- 235000015097 nutrients Nutrition 0.000 claims 4
- 238000001311 chemical methods and process Methods 0.000 claims 3
- 238000001704 evaporation Methods 0.000 claims 3
- 230000008020 evaporation Effects 0.000 claims 3
- 239000007788 liquid Substances 0.000 claims 3
- 239000000463 material Substances 0.000 claims 3
- 239000005416 organic matter Substances 0.000 claims 3
- 230000001376 precipitating effect Effects 0.000 claims 3
- 238000003825 pressing Methods 0.000 claims 3
- 238000012958 reprocessing Methods 0.000 claims 3
- 239000000126 substance Substances 0.000 claims 3
- 239000002699 waste material Substances 0.000 claims 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 claims 2
- 238000005273 aeration Methods 0.000 claims 2
- 230000009286 beneficial effect Effects 0.000 claims 2
- 238000007599 discharging Methods 0.000 claims 2
- 239000011259 mixed solution Substances 0.000 claims 2
- 239000000203 mixture Substances 0.000 claims 2
- 230000001737 promoting effect Effects 0.000 claims 2
- 230000004580 weight loss Effects 0.000 claims 2
- 239000002028 Biomass Substances 0.000 claims 1
- 206010021143 Hypoxia Diseases 0.000 claims 1
- 238000013459 approach Methods 0.000 claims 1
- 238000011109 contamination Methods 0.000 claims 1
- BHEPBYXIRTUNPN-UHFFFAOYSA-N hydridophosphorus(.) (triplet) Chemical compound [PH] BHEPBYXIRTUNPN-UHFFFAOYSA-N 0.000 claims 1
- 230000001146 hypoxic effect Effects 0.000 claims 1
- 239000006194 liquid suspension Substances 0.000 claims 1
- 229910052757 nitrogen Inorganic materials 0.000 claims 1
- 239000002244 precipitate Substances 0.000 claims 1
- 239000000047 product Substances 0.000 claims 1
- 238000011084 recovery Methods 0.000 claims 1
- 238000000926 separation method Methods 0.000 claims 1
- 239000000243 solution Substances 0.000 claims 1
- 231100000331 toxic Toxicity 0.000 claims 1
- 230000002588 toxic effect Effects 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
Claims (16)
無酸素性セレクター領域から前記嫌気性コンディショナー領域に低酸素濃度の混合液懸濁物質を送り、前記嫌気性コンディショナー領域内を溶存酸素濃度の低い状態に維持する段階と、
前記嫌気性コンディショナー領域からの流出物を第1の好気性反応槽領域に送り、前記嫌気性コンディショナー領域の流出物を前記第1の好気性反応槽領域で浄化領域からの戻り汚泥と混合することで、前記第1の好気性反応槽領域の中身を再循環させて曝気し、かつ、前記第1の好気性反応槽領域の中身に含まれる沈殿性固形物を分別し、これによって固形物や他の有機物を分解及び酸化させ、挿入固形物(insert solid)を蓄積する段階と、
蓄積された不活性固形物を前記第1の好気性反応槽領域から排出する段階と、
前記無酸素性セレクター領域の水溶液を再循環させて混合する前記無酸素性セレクター領域に前記第1の好気性反応槽領域から水溶液の流出物を送る段階と、
前記無酸素性セレクター領域の水溶液のうち低酸素濃度/混合液懸濁物質に相当する第1の部分を前記嫌気性コンディショナー領域に移送し、前記無酸素性セレクター領域の水溶液の第2の部分を第2の好気性反応槽領域に移送する段階と、
前記第2の好気性反応槽領域に含まれる水溶液を再循環させて曝気することで沈殿性固形物を分別し、これによって懸濁物質や他の有機物を分解及び酸化させる段階と、
前記第2の好気性反応槽領域の水溶液の第1の部分を前記第1の好気性反応槽領域に送る段階と、
前記第2の好気性反応槽領域の水溶液の第2の部分を前記浄化領域に送り、該浄化領域内の水溶液から固形物を沈殿または分離させる段階と、
前記浄化領域から沈殿または分離させた、戻り汚泥に相当する固形物を、前記第1の好気性反応槽領域に送る段階と、
前記浄化領域の水溶液を濾過領域に送り、該濾過領域に送られる水溶液から固形物を沈殿または分離させる段階と、
前記濾過領域の流出物のうち液体分を排出液タンクに移送し、前記濾過領域の流出物の沈殿または分離させた固形分を再プロセシング用に前記流入廃水の流れに移送する段階と、を含むことを特徴とする廃棄物を含有する水溶液を処理するための方法。Sending the stream of influent wastewater to an anaerobic conditioner area where the hydrous evaporation residue is recirculated, mixed and kept in suspension;
Sending a low oxygen concentration mixture suspension from the anaerobic selector region to the anaerobic conditioner region, and maintaining the dissolved oxygen concentration in the anaerobic conditioner region at a low state;
Sending the effluent from the anaerobic conditioner area to a first aerobic reaction tank area and mixing the effluent from the anaerobic conditioner area with the return sludge from the purification area in the first aerobic reaction tank area. Then, the contents of the first aerobic reaction tank region are recirculated and aerated, and the precipitated solids contained in the contents of the first aerobic reaction tank region are separated, whereby solids and Decomposing and oxidizing other organic matter and accumulating insert solids;
Discharging accumulated inert solids from the first aerobic reactor region;
Sending an effluent of aqueous solution from the first aerobic reactor region to the anaerobic selector region for recirculating and mixing the aqueous solution of the anaerobic selector region;
A first portion corresponding to a low oxygen concentration / mixed-solution suspension is transferred to the anaerobic conditioner region of the aqueous solution in the anoxic selector region, and a second portion of the aqueous solution in the anoxic selector region is transferred to the anaerobic selector region. Transferring to a second aerobic reactor area;
Separating the precipitated solids by recirculating the aqueous solution contained in the second aerobic reactor region and aeration, thereby decomposing and oxidizing the suspended solids and other organic matter;
Sending a first portion of the aqueous solution in the second aerobic reactor region to the first aerobic reactor region;
Sending a second portion of the aqueous solution in the second aerobic reactor region to the purification region to precipitate or separate solids from the aqueous solution in the purification region;
Sending solids corresponding to return sludge, precipitated or separated from the purification zone, to the first aerobic reactor zone;
Sending the aqueous solution of the purification zone to the filtration zone, and precipitating or separating solids from the aqueous solution sent to the filtration zone;
Transferring the liquid content of the effluent of the filtration region to an effluent tank and transferring the precipitated or separated solid content of the effluent of the filtration region to the influent wastewater stream for reprocessing. A method for treating an aqueous solution containing waste characterized in that.
前記嫌気性コンディショナー領域からの流出物を第1の好気性反応槽領域に送り、前記嫌気性コンディショナー領域の流出物を前記第1の好気性反応槽領域で浄化領域から供給される戻り汚泥と混合することで、前記第1の好気性反応槽領域の中身を再循環させて曝気し、かつ、硝化が発生し、前記第1の好気性反応槽領域の中身に含まれる沈殿性固形物を分別し、これによってぜいたくなリン摂取の第2段階を促進しつつ懸濁物質や他の有機物を分解及び酸化させ、挿入固形物を蓄積する段階と、
蓄積された不活性固形物を前記第1の好気性反応槽領域から排出する段階と、
前記無酸素性セレクター領域の水溶液を再循環させて混合する前記無酸素性セレクター領域に前記第1の好気性反応槽領域から水溶液の流出物を送り、かつ、水溶液中に含まれる有機物の消費と同時に生物学的リンの脱硝化ならびに放出が起こるように前記無酸素性セレクター領域内に低酸素環境を存在させる段階と、
無酸素性セレクター領域の水溶液のうち低酸素濃度/混合液懸濁物質に相当する第1の部分を前記嫌気性コンディショナー領域に移送し、前記無酸素性セレクター領域の水溶液のうち少なくとも第2の部分には微生物ならびに栄養塩が豊富に含まれる、前記無酸素性セレクター領域の水溶液の第2の部分を第2の好気性槽領域に移送する段階と、
前記第2の好気性反応槽領域に含まれる水溶液を再循環させて曝気することで硝化を発生させ、沈殿性固形物を分別し、これによって懸濁物質や他の有機物を分解及び酸化させると共に、微生物による大量のリン消費につながる前記ぜいたくなリン摂取の第2段階をさらに促進する段階と、
前記第2の好気性反応槽領域の水溶液の第1の部分を前記第1の好気性反応槽領域に送る段階と、
前記第2の好気性反応槽領域の水溶液の第2の部分を前記浄化領域に送り、該浄化領域に送られる水溶液から固形物を沈殿または分離させる段階と、
前記浄化領域から沈殿または分離させた固形物を戻り汚泥として前記第1の好気性反応槽領域に送る段階と、
前記浄化領域の水溶液を濾過領域に送り、該濾過領域に送られる水溶液から固形物を沈殿または分離させる段階と、
前記濾過領域の流出物のうち液体分を排出液タンクに移送し、前記濾過領域の流出物の沈殿または分離させた固形分を再プロセシング用に前記流入廃水の流れに移送する段階と、を含むことを特徴とする廃棄物を含有する水溶液を生物処理して有機物質、窒素およびリンを減少させるための方法。A stream of influent wastewater containing microorganisms is sent to the anaerobic conditioner area where the hydrous evaporation residue is recirculated, mixed and kept in suspension, and the flow from the anaerobic selector area to the anaerobic conditioner area is reduced. Achieving a first stage of luxury phosphorous uptake that regulates the flow of oxygen-suspended suspension material to maintain a low dissolved oxygen concentration within the anaerobic conditioner region;
The effluent from the anaerobic conditioner area is sent to a first aerobic reaction tank area, and the effluent from the anaerobic conditioner area is mixed with the return sludge supplied from the purification area in the first aerobic reaction tank area. Thus, the contents of the first aerobic reaction tank region are recirculated and aerated, and nitrification occurs, and the solid precipitates contained in the contents of the first aerobic reaction tank region are separated. And thereby promoting the second stage of luxury phosphorus intake while decomposing and oxidizing suspended solids and other organic matter and accumulating intercalated solids;
Discharging accumulated inert solids from the first aerobic reactor region;
The effluent of the aqueous solution is sent from the first aerobic reactor region to the anaerobic selector region where the aqueous solution of the anaerobic selector region is recycled and mixed, and consumption of organic substances contained in the aqueous solution Simultaneously presenting a hypoxic environment in the anoxic selector region so that denitrification and release of biological phosphorus occurs;
A first portion corresponding to a low oxygen concentration / mixed-solution suspension in the aqueous solution of the anaerobic selector region is transferred to the anaerobic conditioner region, and at least a second portion of the aqueous solution of the anaerobic selector region. Transferring a second portion of the anaerobic selector region aqueous solution, rich in microorganisms and nutrients, to the second aerobic tank region;
The aqueous solution contained in the second aerobic reactor region is recirculated and aerated to generate nitrification, fractionate the precipitated solids, thereby decomposing and oxidizing suspended solids and other organic substances. Further accelerating the second stage of luxury phosphorus intake leading to large amounts of phosphorus consumption by microorganisms;
Sending a first portion of the aqueous solution in the second aerobic reactor region to the first aerobic reactor region;
Sending a second portion of the aqueous solution in the second aerobic reactor region to the purification region and precipitating or separating solids from the aqueous solution sent to the purification region;
Sending solids precipitated or separated from the purification zone to the first aerobic reactor region as return sludge;
Sending the aqueous solution in the purification zone to the filtration zone, and precipitating or separating solids from the aqueous solution sent to the filtration zone;
Transferring a liquid component of the effluent of the filtration region to an effluent tank, and transferring a precipitated or separated solid component of the effluent of the filtration region to the influent wastewater stream for reprocessing. A method for biologically treating an aqueous solution containing waste to reduce organic substances, nitrogen and phosphorus.
前記嫌気性コンディショナー領域と流体的に連結された第1の好気性反応槽領域であって、浄化領域から供給される戻り汚泥と混合される前記嫌気性コンディショナー領域の流出物を受入れることで、前記第1の好気性反応槽領域の中身を再循環させて曝気し、かつ、沈殿性固形物を分別し、これによって懸濁物質や他の有機物を分解及び酸化させ、不活性固形物を蓄積し、蓄積された不活性固形物が前記第1の好気性反応槽領域から排出される、前記第1の好気性反応槽領域と、
前記嫌気性コンディショナー領域および前記第1の好気性反応槽領域と流体的に連結された無酸素性セレクター領域であって、前記第1の好気性反応槽領域からの水溶液の流出物を受入れ、前記無酸素性セレクター領域内の水溶液を再循環および混合し、前記無酸素性セレクター領域の水溶液のうち低酸素濃度/混合液懸濁物質に相当する第1の部分を前記嫌気性コンディショナー領域に送る、前記無酸素性セレクター領域と、
前記無酸素性セレクター領域および前記第1の好気性反応槽領域と流体的に連結された第2の好気性反応槽領域であって、前記無酸素性セレクター領域の水溶液の第2の部分を受入れ、前記第2の好気性領域内の水溶液を再循環させて曝気することで、沈殿性固形物を分別し、前記第2の好気性反応槽領域の水溶液の第1の部分を前記第1の好気性反応槽領域に送る、前記第2の好気性反応槽領域と、
前記第2の好気性領域および前記第1の好気性領域と流体的に連結された浄化領域であって、前記第2の好気性反応槽領域の水溶液の第2の部分を受入れることで、沈殿または分離させ、かつ、前記水溶液から固形物を捕捉し、戻り汚泥に相当する沈殿固形物を前記第1の好気性反応槽領域に送る、前記浄化領域と、
前記浄化領域、前記流入口および流出口と流体的に連結された濾過領域であって、前記浄化領域からの流出物を受入れ、前記浄化領域の中身の液体分から固形物を分離し、排水に相当する前記濾過領域の中身の第1の部分を前記流出口に送り、分離された固形物に相当する前記濾過領域の中身の第2の部分を前記流入口に送って再プロセシング用に前記流入廃水の流れと混合する、前記濾過領域と、を含むことを特徴とする廃棄物を含有する水溶液を処理するための装置。An anaerobic conditioner region fluidly connected to the inlet, wherein the anaerobic condition is received in a manner that accepts the flow of influent wastewater through the inlet and keeps the water-containing evaporation residue in suspension. Recirculating waste water in the conditioner region and accepting a flow of low oxygen concentration mixture suspension material from the anaerobic selector region to maintain a low dissolved oxygen concentration in the anaerobic conditioner region; The anaerobic conditioner region; and
A first aerobic reactor region fluidly connected to the anaerobic conditioner region, wherein the effluent from the anaerobic conditioner region mixed with the return sludge supplied from the purification region is received, Recirculate the contents of the first aerobic reactor area to aerate and separate the precipitated solids, thereby decomposing and oxidizing suspended solids and other organics, accumulating inert solids The first aerobic reaction vessel region, wherein the accumulated inert solids are discharged from the first aerobic reaction vessel region;
An anaerobic selector region fluidly connected to the anaerobic conditioner region and the first aerobic reactor region, receiving an aqueous solution effluent from the first aerobic reactor region; Recirculating and mixing the aqueous solution in the anaerobic selector region and sending a first portion of the aqueous solution in the anoxic selector region corresponding to a low oxygen concentration / mixed liquid suspension to the anaerobic conditioner region; The anoxic selector region;
A second aerobic reactor region fluidly coupled to the anaerobic selector region and the first aerobic reactor region, and receiving a second portion of the aqueous solution in the anaerobic selector region , Recirculating the aqueous solution in the second aerobic region and aeration to fractionate the precipitated solids, and the first portion of the aqueous solution in the second aerobic reaction vessel region to the first Said second aerobic reactor region, which is sent to the aerobic reactor region;
The second aerobic region and the purification region fluidly connected to the first aerobic region, wherein the second portion of the aqueous solution in the second aerobic reaction tank region is received to precipitate Or the separation region that captures solids from the aqueous solution and sends the precipitated solids corresponding to the return sludge to the first aerobic reaction tank region;
A filtration region fluidly connected to the purification region, the inlet and the outlet, receiving effluent from the purification region, separating solids from the liquid content of the purification region, and corresponding to drainage A first portion of the contents of the filtration region to the outlet and a second portion of the contents of the filtration region corresponding to the separated solids to the inlet and the inflow wastewater for reprocessing. An apparatus for treating an aqueous solution containing waste, characterized in that it comprises a filtration zone that mixes with the stream.
前記汚染水溶液の少なくとも一部内でスピードと方向のうち少なくとも一方に速度変化を加える段階と、 Applying a speed change to at least one of speed and direction within at least a portion of the contaminated aqueous solution;
前記汚染水溶液の少なくとも一部に圧力の変動を加える段階と、 Applying pressure fluctuations to at least a portion of the contaminated aqueous solution;
前記汚染水溶液の少なくとも一部に作用する剪断力の大きい領域を少なくとも1つ生成する段階と、 Generating at least one high shear region acting on at least a portion of the contaminated aqueous solution;
少なくとも前記汚染水溶液の一部についてフロックおよび固形物質を細断することで、該フロックおよび固形物質の条件を有利な状態に変化させる段階と、を含むことを特徴とする方法。 Chopping the floc and solid material for at least a portion of the contaminated aqueous solution to change the conditions of the floc and solid material to an advantageous state.
前記汚染水溶液の少なくとも一部内でスピードと方向のうち少なくとも一方に速度変化を加える段階と、 Applying a speed change to at least one of speed and direction within at least a portion of the contaminated aqueous solution;
前記汚染水溶液の少なくとも一部に圧力の変動を加える段階と、 Applying pressure fluctuations to at least a portion of the contaminated aqueous solution;
前記汚染水溶液の少なくとも一部に作用する剪断力の大きい領域を少なくとも1つ生成する段階と、Generating at least one high shear region acting on at least a portion of the contaminated aqueous solution;
少なくとも前記汚染水溶液の一部についてフロックおよび固形物質を細断することで、該フロックおよび固形物質の条件を有利な状態に変化させる段階と、 Chopping floc and solid material for at least a portion of the contaminated aqueous solution to change the conditions of the floc and solid material to an advantageous state;
前記汚染水溶液中の前記微生物細胞のうち少なくともいくつかを溶解する段階と、を含むことを特徴とする方法。 Lysing at least some of the microbial cells in the contaminated aqueous solution.
前記汚染水溶液の少なくとも一部内でスピードと方向のうち少なくとも一方に速度変化を加える段階と、 Applying a speed change to at least one of speed and direction within at least a portion of the contaminated aqueous solution;
前記汚染水溶液の少なくとも一部に圧力の変動を加える段階と、 Applying pressure fluctuations to at least a portion of the contaminated aqueous solution;
前記汚染水溶液の少なくとも一部に作用する剪断力の大きい領域を少なくとも1つ生成する段階と、 Generating at least one high shear region acting on at least a portion of the contaminated aqueous solution;
少なくとも前記汚染水溶液の一部についてフロックおよび固形物質を細断することで、該フロックおよび固形物質の条件を有利な状態に変化させる段階と、 Chopping floc and solid material for at least a portion of the contaminated aqueous solution to change the conditions of the floc and solid material to an advantageous state;
前記汚染水溶液を攪拌および混合し、その均質性を高める段階と、 Stirring and mixing the contaminated aqueous solution to increase its homogeneity;
前記汚染水溶液の少なくとも一部内に気泡を形成する段階と、を含むことを特徴とする方法。 Forming bubbles in at least a portion of the contaminated aqueous solution.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US23887800P | 2000-10-06 | 2000-10-06 | |
PCT/US2001/031411 WO2002028780A2 (en) | 2000-10-06 | 2001-10-05 | Apparatus and method for wastewater treatment with enhanced solids reduction (esr) |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2004530530A JP2004530530A (en) | 2004-10-07 |
JP2004530530A5 true JP2004530530A5 (en) | 2005-04-28 |
Family
ID=22899700
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2002532170A Withdrawn JP2004530530A (en) | 2000-10-06 | 2001-10-05 | Wastewater treatment apparatus and method with enhanced solids weight loss (ESR) |
Country Status (13)
Country | Link |
---|---|
EP (1) | EP1412293A4 (en) |
JP (1) | JP2004530530A (en) |
KR (1) | KR20030059178A (en) |
CN (1) | CN1496337A (en) |
AU (1) | AU2002211514A1 (en) |
BR (1) | BR0114455A (en) |
CA (1) | CA2425147A1 (en) |
CZ (1) | CZ2003948A3 (en) |
IL (2) | IL155193A0 (en) |
MX (1) | MXPA03003078A (en) |
NO (1) | NO20031559L (en) |
NZ (1) | NZ525027A (en) |
WO (1) | WO2002028780A2 (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100418908C (en) * | 2006-10-30 | 2008-09-17 | 江明辉 | Deeply sewage treating method and its device without mud discharging |
CN101792243B (en) * | 2010-04-12 | 2011-07-20 | 哈尔滨工业大学 | Two-stage biological selection denitrifying phosphorus and nitrogen removal sewage treatment device and method thereof |
CN102874974A (en) * | 2011-07-15 | 2013-01-16 | 天津市裕川置业集团有限公司 | Advanced treatment and comprehensive utilization process for sewage and sludge in sewage treatment plant |
KR101547766B1 (en) * | 2014-04-30 | 2015-08-27 | 수도권매립지관리공사 | System and method for controlling wastewater treatment apparatus using multi stage denitrification/nitrification processing |
WO2021141877A1 (en) | 2020-01-06 | 2021-07-15 | The Research Foundation For The State University Of New York | Bioreactor system and method for nitrification and denitrification |
KR20240005685A (en) * | 2021-03-12 | 2024-01-12 | 햄톤 로즈 새니테이션 디스트릭트 | Method and device for multiple deselection in wastewater treatment |
CN114349188B (en) * | 2022-01-18 | 2022-11-11 | 四川博奥环保科技有限公司 | Self-adaptive intelligent oxygen control method in sewage treatment biochemical process |
CN114933399A (en) * | 2022-07-21 | 2022-08-23 | 深圳市协和传动器材有限公司 | Wastewater treatment method for cleaning mechanical parts |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TW201295B (en) * | 1991-06-14 | 1993-03-01 | Sonnenrein Uwe | |
ES2159190T3 (en) * | 1997-09-16 | 2001-09-16 | Kruger As | A PROCEDURE FOR THE BIOLOGICAL PURIFICATION OF WASTEWATER WITH INVERSE OPERATION. |
-
2001
- 2001-10-05 MX MXPA03003078A patent/MXPA03003078A/en active IP Right Grant
- 2001-10-05 AU AU2002211514A patent/AU2002211514A1/en not_active Abandoned
- 2001-10-05 EP EP01979567A patent/EP1412293A4/en not_active Withdrawn
- 2001-10-05 CN CNA018202330A patent/CN1496337A/en active Pending
- 2001-10-05 CA CA 2425147 patent/CA2425147A1/en not_active Abandoned
- 2001-10-05 JP JP2002532170A patent/JP2004530530A/en not_active Withdrawn
- 2001-10-05 WO PCT/US2001/031411 patent/WO2002028780A2/en active IP Right Grant
- 2001-10-05 BR BR0114455A patent/BR0114455A/en not_active Application Discontinuation
- 2001-10-05 NZ NZ525027A patent/NZ525027A/en unknown
- 2001-10-05 KR KR10-2003-7004851A patent/KR20030059178A/en not_active Application Discontinuation
- 2001-10-05 IL IL15519301A patent/IL155193A0/en active IP Right Grant
- 2001-10-05 CZ CZ2003948A patent/CZ2003948A3/en unknown
-
2003
- 2003-04-07 NO NO20031559A patent/NO20031559L/en not_active Application Discontinuation
- 2003-06-04 IL IL155193A patent/IL155193A/en not_active IP Right Cessation
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US6605220B2 (en) | Apparatus and method for wastewater treatment with enhanced solids reduction (ESR) | |
US5514277A (en) | Treatment of wastewater and sludges | |
JP4508694B2 (en) | Water treatment method and apparatus | |
US6488854B2 (en) | Activated sludge wastewater treatment system and method | |
WO2003093178A1 (en) | Organic slurry treatment process | |
EP1905744A1 (en) | System and method for treating wastewater | |
CN105776766A (en) | Advanced treatment system for biorefractory wastewater of industrial park | |
CN114291964B (en) | Sewage treatment system and method for denitrification and phosphorus recovery | |
KR100271942B1 (en) | Method for treating high density waste water and apparatus therefore using soil microbe with do controlling aeration tank | |
CN108203203A (en) | Anoxic-Oxic-Phostrip techniques | |
JP2004530530A5 (en) | ||
CN211770809U (en) | High-pollution degradation-resistant wastewater efficient treatment device | |
KR100229237B1 (en) | Advanced treatment method and its device of night soil | |
CN111153551A (en) | Municipal sewage treatment device and treatment process | |
US20230121223A1 (en) | A Novel Single Hybrid Airlift Bioreactor for Wastewater Treatment | |
IL155193A (en) | Apparatus and method for wastewater treatment with enhanced solids reduction (esr) | |
KR100561180B1 (en) | A method of treating sewage and high organic loading wastewater by microbial high rate reactor | |
CN1309096A (en) | Method and device for treating high concentration waste water | |
KR20020075046A (en) | The treating method of high concentration organic waste water | |
KR20190134583A (en) | Bio-reactor for sewage treatment and sewage treatment system comprising the same | |
JP2000107797A (en) | Purification method and apparatus | |
KR0129831B1 (en) | A process for sewage treatment wsing denitrification and dephosphorization | |
KR102299760B1 (en) | High concentrated organic wastewater treatment system | |
KR20180119950A (en) | Compact type aeration tank for sewage treatment and sewage treatment system comprising the same | |
Duc | Application of hybrid modified UASB-MBBR technology for wastewater treatment of Sao Thai Duong Pharmaceuticals and Cosmetics Factory |