JPS61238397A - Treatment of excretion sewage of domestic animal - Google Patents

Treatment of excretion sewage of domestic animal

Info

Publication number
JPS61238397A
JPS61238397A JP60079538A JP7953885A JPS61238397A JP S61238397 A JPS61238397 A JP S61238397A JP 60079538 A JP60079538 A JP 60079538A JP 7953885 A JP7953885 A JP 7953885A JP S61238397 A JPS61238397 A JP S61238397A
Authority
JP
Japan
Prior art keywords
sewage
reverse osmosis
osmosis membrane
treatment
pump
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.)
Pending
Application number
JP60079538A
Other languages
Japanese (ja)
Inventor
Kazuo Ono
大野 和雄
Yasuo Kurihara
康雄 栗原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHOWA TECHNO SYST KK
Original Assignee
SHOWA TECHNO SYST KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SHOWA TECHNO SYST KK filed Critical SHOWA TECHNO SYST KK
Priority to JP60079538A priority Critical patent/JPS61238397A/en
Publication of JPS61238397A publication Critical patent/JPS61238397A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Biological Treatment Of Waste Water (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

PURPOSE:To treat sewage without diluting the same, by adding a flocculant and a powdery mineral substance to sewage and adjusting the pH of sewage to 5-6 by an acid before performing the permeation treatment of said sewage by a reverse osmosis membrane. CONSTITUTION:Sewage 2 such as pig excretion sewage is introduced into a tank 6 provided with a stirrer 4 and a pH meter 5 by a pump 3. Subsequently, an inorg. flocculant 7 such as polyaluminum chloride, a cationic polymer flocculant 8 and a powdery mineral substance 9 such as porous ceramics are added to the tank 6 and, after acid such as hydrochloric acid was added to sewage to adjust the pH thereof to 5-6, the treated sewage is sent to a tubular reverse osmosis membrane apparatus 11 by a pump 10 to be transmitted therethrough. The transmitted water is sent to a batchwise contact oxidizing apparatus 15 by a pump 14 to undergo biological treatment.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は家畜特に豚のふん尿汚水を希釈する仁とな(処
理する処理法に関する、 〔従来の技術〕 家畜のふん尿汚水の性状lri、家畜の種類、飼育の状
況によって異なるが、特に豚のふん尿汚水は、第1表(
a) 、 (t))に示すような成分を有し、通常、多
数の懸濁物、有機物および高#度塩分を含み粘性を有す
る。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a treatment method for diluting wastewater from livestock, especially pigs. [Prior Art] Properties of livestock waste and wastewater, Although it varies depending on the type of pig and the breeding conditions, in particular, pig waste and sewage are listed in Table 1 (
It has the components shown in a) and (t)), and usually contains a large number of suspended solids, organic matter, and high salt content, and is viscous.

第 1 表 1a) 纂 1 表 (1=) このような、種々の有機物、無機物を含有するBOD、
  COD 濃度等の高い豚ふん尿汚水を処理して、環
境基準lこ適合した排水を得るのは極めて困難であった
。特に窒素分については稲作においてイモチ病の発生原
因となる懸念もあり、高度の処理が要求されている。一
般に、このような豚のふん尿汚水処理をこは、活性汚泥
法、回転円板法等の生物処理、或いは±1浸透法等が使
用きれている。
Table 1 1a) Summary Table 1 (1=) Such BOD containing various organic substances and inorganic substances,
It has been extremely difficult to obtain wastewater that meets environmental standards by treating swine wastewater with a high concentration of COD. In particular, there is a concern that nitrogen content may cause the occurrence of rice blast disease in rice cultivation, so advanced treatment is required. Generally, biological treatments such as the activated sludge method, rotating disk method, or the ±1 permeation method are used to treat pig waste and wastewater.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかし、生物処理法においては、処理出来るBOD 1
貧は1500 ppm  種変が限界である、しかるに
豚ふん尿汚水のBOD は8000〜9000 ppm
であり、これを5〜6倍に希釈し処理しなければならな
い。そのため処理する汚水の容量が増大するとともに、
処理装置の設置に広い面積が必要となム建投コストが高
くなる。、また。
However, in the biological treatment method, BOD 1 that can be treated
BOD is 1500 ppm, and speciation is the limit, but the BOD of pig manure and sewage is 8000 to 9000 ppm.
This must be diluted 5 to 6 times and processed. As a result, the capacity of wastewater to be treated increases, and
A large area is required to install the treatment equipment, which increases investment costs. ,Also.

土壌浸透法では、希釈を必要としないが高濃度の有機物
を含有するため土壌の閉塞が発生し、押込めなくなるな
どの欠点がある。
The soil infiltration method does not require dilution, but has drawbacks such as soil clogging and impossibility due to the high concentration of organic matter contained.

本発明は上記の事情に鑑み、設置に広い面積を必要とせ
ず、希釈することなく生物処理する家畜ふん尿汚水処理
法を提供することを目的とする。
In view of the above circumstances, it is an object of the present invention to provide a method for treating livestock waste and wastewater that does not require a large area for installation and that performs biological treatment without dilution.

〔問題点を解決するための手段] 本発明は上記の目的を達成するためをこなされたもので
、その要旨は、家畜のふん尿汚水をうすめることな(、
これに無機凝集剤、高分子凝集剤お工び多孔性セラミッ
クス等の鉱物質粉末を添加し、さらfこ酸によって田を
5〜6に調整し、これをチューブラ型逆浸透膜によって
透過処理し、この透過した処理水を回分式接触酸化法ζ
こよって生物処理する家畜ふん尿汚水の処理法fこある
、〔発明の具体的構成および作用〕 以下本発明を図面を0照して説明する。
[Means for Solving the Problems] The present invention has been made to achieve the above-mentioned object, and its gist is to solve the problem without diluting livestock excrement and sewage.
Mineral powder such as inorganic flocculant and polymer flocculant and porous ceramics are added to this, and the particle size is adjusted to 5 to 6 with phosphoric acid, and this is permeated with a tubular reverse osmosis membrane. , this permeated treated water is subjected to batch catalytic oxidation method ζ
Hereinafter, there will be described a method for treating livestock excreta and sewage by biological treatment. [Specific structure and operation of the invention] The present invention will be described below with reference to the drawings.

第1図は本発明の方法を実施する装置の一例を示すもの
で、図中符号1は豚ふん尿汚水(以下汚水という)2の
貯槽である。汚水2Hポンプ3によって、攪拌機4およ
び一計5が設けられた濃縮槽6ζこ導入される。
FIG. 1 shows an example of an apparatus for implementing the method of the present invention, and reference numeral 1 in the figure is a storage tank 2 for sewage from pig excrement (hereinafter referred to as sewage). A sewage 2H pump 3 introduces a concentration tank 6ζ provided with an agitator 4 and a total of 5.

濃縮槽6Iこ導入された汚水2は攪拌され、無機凝集剤
(例えばポリ塩化アルミニウム)7、カチオン系高分子
凝集剤8.多孔質セラはツクス等の鉱物質粉末(200
〜300メツシユ)9が添加され、さらlこR(例えば
HCt )5aによって−が5〜6にジ4整される。こ
の調整でれた汚水は、ポンプ10によってチューブラ型
逆浸透膜装置1目こ送られ、その相当部分は逆浸透膜1
1aを透過して逆浸透膜透過水貯槽12fこ貯留される
The wastewater 2 introduced into the concentration tank 6I is stirred, and an inorganic flocculant (for example, polyaluminum chloride) 7, a cationic polymer flocculant 8. Porous Cera is mineral powder such as Tuxus (200
~300 mesh) 9 is added, and - is adjusted to 5 to 6 using a columnar (eg HCt) 5a. This adjusted wastewater is sent to the first tubular type reverse osmosis membrane device by the pump 10, and a considerable portion of it is sent to the first reverse osmosis membrane device.
The water permeates through the reverse osmosis membrane 1a and is stored in the reverse osmosis membrane permeate storage tank 12f.

この吻過水13はポンプ14によって間歇的に一定量づ
つ回分式接触酸化装置I5に送られ生物処理される、一
方逆浸透膜11aを透過しないスラ11−16は、濃縮
槽6に循環されるが、その過程で調圧バルブ17+こよ
り、所定の逆浸透圧が得られる。
This permeated water 13 is intermittently sent in fixed amounts by a pump 14 to the batch type catalytic oxidation device I5 for biological treatment, while the sludge 11-16 that does not pass through the reverse osmosis membrane 11a is circulated to the concentration tank 6. However, in the process, a predetermined reverse osmosis pressure is obtained from the pressure regulating valve 17+.

上記操作において無機凝集剤およびカチオン系高分子凝
集剤を添加するのに、汚水2中の粘性物質を構成する有
機物t−a集させ、フロックを形成することによシ、B
OD の約45俤を除去し、かつ液の浸透圧を低下させ
るためである6また、多孔質セラミックス等の鉱物質粉
末を添加するのは、チューブラ盟逆浸透膜装置11の逆
浸透膜11aを透過するに際し、プレコート効果を発揮
させ、さらに浸透圧の減少lこよシ透過量を増加させる
ためである。
In the above operation, when adding the inorganic flocculant and the cationic polymer flocculant, it is necessary to collect the organic substances t-a constituting the viscous substances in the wastewater 2 and form flocs.
The purpose of this is to remove approximately 45 yen of OD and lower the osmotic pressure of the liquid6.Additionally, mineral powder such as porous ceramics is added to the reverse osmosis membrane 11a of the tubular reverse osmosis membrane device 11. This is to exhibit a precoat effect during permeation, and to further increase the amount of permeation due to the decrease in osmotic pressure.

また、−を5〜6に調整するのは次の理由による。すな
わち、逆浸透膜11aの素材は酢酸セルロースが主流を
占める。一方汚水2中ζこは高濃度の有機性、無機性の
窒素が含まれ、町が8.5〜9.0とアルカリ性を示し
、また、透過液中には分画されないNH3が透過され、
−が9.0〜9.5と高いアルカリ性を呈する。上記酢
酸セルロースはアルカリ性で加水分解され、逆浸透膜の
膜面が浸食され透過水質が大幅に低下してしまう、その
ため、詣を5〜6の弱酸性にして、逆浸透膜の加水分解
を防止し、膜面を保護する。
Moreover, the reason why - is adjusted to 5 to 6 is as follows. That is, the material of the reverse osmosis membrane 11a is mainly cellulose acetate. On the other hand, the sewage 2 contains high concentrations of organic and inorganic nitrogen, and is alkaline at 8.5 to 9.0, and unfractionated NH3 is permeated into the permeate.
- exhibits high alkalinity with a value of 9.0 to 9.5. The above-mentioned cellulose acetate is hydrolyzed in alkaline conditions, which erodes the membrane surface of the reverse osmosis membrane and significantly reduces the quality of permeated water.Therefore, the water is made slightly acidic with a rating of 5 to 6 to prevent hydrolysis of the reverse osmosis membrane. and protect the membrane surface.

また、チューブラ型逆浸透膜を使用するのは次の理由に
よる。すなわち、逆浸透膜暑こはホロファイバー(中空
糸)、スパイラル膜(の、6tき形)、プレートアント
°フレーム(平膜状)、チューブラ膜(管状膜)の種類
があるが、前の3種類は膜面積が大きく透過水量を大き
くすることが出来るが、本発明の対象とする汚水2Vi
懸濁物が多量に含まれている六め、逆浸透膜が短時間で
閉塵してしまうので使用出来ない。これlこ対してチュ
ーブラ型の逆浸透膜は透過水量が小畜いが管状モジュー
ルであるため、物理的な膜面洗浄が可能で本発明の汚水
処理ζこ適す、 また、生物処理lこ回分式接触酸化装置15を使用した
のは、これが沈殿槽を必要とせず、設置面積が小さいこ
とによる。
Moreover, the reason why a tubular type reverse osmosis membrane is used is as follows. In other words, there are several types of reverse osmosis membranes: holofiber (hollow fiber), spiral membrane (6t shape), plate ant frame (flat membrane), and tubular membrane (tubular membrane). The type has a large membrane area and can increase the amount of permeated water, but the wastewater 2Vi which is the target of the present invention
Sixth, the reverse osmosis membrane cannot be used because it contains a large amount of suspended matter and becomes clogged with dust in a short period of time. On the other hand, since the tubular type reverse osmosis membrane is a tubular module with a small amount of permeated water, it is possible to physically clean the membrane surface, making it suitable for the sewage treatment of the present invention. The type catalytic oxidizer 15 was used because it does not require a settling tank and has a small footprint.

しかし、汚泥の沈降性が低下して曝気槽スラッジゾーン
が上昇した場合、沈降分離、放流のサイクルが狂い放流
時に沈降した汚泥が流出する懸念がある。そのため、表
面積の大きな固定床15aを設け、固定床15aに付着
した微生物で接触酸化を行ない、汚泥が放流水t;sb
とともに流出しないようlこしである。なり、l 5 
cは曝気用の空気である、 本発明Iこ係る方法は、逆浸透膜を使用して汚水を希釈
せずに処理するので、第2表に豚のふん尿汚水:6m/
日、BOD  851kg/日を処理する場合の従来の
活性汚泥法との比較を示すようζこ、格段に優れている
ことがわかる。
However, if the settling ability of sludge decreases and the aeration tank sludge zone rises, there is a concern that the cycle of sedimentation separation and discharge will be disrupted, causing the settled sludge to flow out during discharge. Therefore, a fixed bed 15a with a large surface area is provided, and the microorganisms attached to the fixed bed 15a perform contact oxidation, and the sludge is released into the discharged water t;sb.
Be sure to strain it to prevent it from spilling out. Nari, l 5
c is air for aeration. Invention I This method uses a reverse osmosis membrane to treat wastewater without diluting it, so Table 2 shows pig excrement wastewater: 6m/
As shown in the comparison with the conventional activated sludge method when processing BOD 851 kg/day, it can be seen that this method is significantly superior.

第  2  表 次に実施例、比較例を示して本発明を説明する。Table 2 Next, the present invention will be explained by showing examples and comparative examples.

〔実施例コ 原ふん尿汚水にポリ塩化アルミニウム:約0.2書を東
高分子凝集剤:約O6Q 5 wt覧200〜300メ
ツシュの活性炭:1〜2wt4  を添加し、凝集反応
によりフロックを生成せしめるとともlこHCl によ
って−を6〜7に調整し、沈降分離することなく、酢酸
セルロース膜の取付ケラれタチューブラ型逆浸透膜装置
(脱塩率:50憾、)ζこよって透過処理し、次いで透
過液を回分接触酸化装置によって生物処理した。、結果
を第3表に示す。
[Example: Approximately 0.2 liters of polyaluminum chloride, approximately 0.2 liters of polyaluminum chloride, approximately 0.2 liters of Higashi polymer flocculant: approximately 200 to 300 wt. The pH was adjusted to 6 to 7 using HCl, and without sedimentation, a cellulose acetate membrane was attached to a Tatubular type reverse osmosis membrane device (removal rate: 50), and permeation treatment was carried out. The permeate was then subjected to biological treatment using a batch contact oxidizer. , the results are shown in Table 3.

表よシ明かなように、処理された放流水け、BOD、 
 COD、  SS、  Totat−Nが共に低(、
また、逆浸透膜を透過する水量も多く、これが短期間に
閉塞することがiい、また、同じ東件で長期運転して、
膜の透過水量が低下した場合にはこれを清帰することに
よって、容嘉にもとの状態に復活し、膜が変質していな
いことを示した。
As is clear from the table, treated effluent, BOD,
COD, SS, and Totat-N are all low (,
In addition, there is a large amount of water passing through the reverse osmosis membrane, which can become clogged in a short period of time.
When the amount of water permeated through the membrane decreased, by purifying it, it returned to its original state, showing that the membrane was not altered.

第   3   表 〔比較例1〕 塩化アルミニウム、ノ飄イモロック、活性炭の添加およ
i−の調整を行なわない外は実施例1と全(同じにして
、汚水処理を行なった。結果をw、4表に示す。
Table 3 [Comparative Example 1] Same procedure as in Example 1 except that aluminum chloride, IMOLOCK, and activated carbon were not added, and sewage treatment was carried out in the same manner as in Example 1. Shown in the table.

第   4   表 表より明かなよう10Ij!地例1に比してBOD  
蝉がいずれもやや高い。さらに、逆浸透膜の透過量線低
く、比較的短時間に透過量の低下が認められた6また長
期運転により膜の変質と思はれる性能低下が認められた
As is clear from Table 4, 10Ij! BOD compared to case 1
All of the cicadas are a little tall. Furthermore, the permeation rate curve of the reverse osmosis membrane was low, and a decrease in permeation rate was observed in a relatively short period of time6.Also, after long-term operation, a decrease in performance, which was thought to be due to deterioration of the membrane, was observed.

[効果〕 以上述べたように、本発明の方法はふん尿汚水を希釈す
ることなく凝集剤やプレコート剤を添加−シ、−を調整
してスラリー状態でチューブラ型逆浸透膜装置によって
、透過分離し、その透過水を回分式接触酸化装置によっ
て生物処理するので、逆浸透膜が閉塞しに〈(%また−
によって変質することな(、BOD等が低位まで処理づ
れ、さらに装置の設置面積は少な(建設費も安い等多く
の長所を有する7
[Effects] As described above, the method of the present invention allows wastewater to be permeated and separated in a slurry state by adjusting the addition of flocculants and precoating agents without diluting it using a tubular reverse osmosis membrane device. Since the permeate water is biologically treated using a batch type catalytic oxidation device, the reverse osmosis membrane is not clogged.
It has many advantages, such as no deterioration due to deterioration (, BOD etc. can be treated to a low level, and the installation area of the equipment is small (low construction cost).

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明に係る方法を実施する装置の一例を示す
概略図である。 2・・・・・・豚ふん尿汚れ(汚水)、4・・・・・・
攪拌機、5・・・・・・−計、5a・・・・・・酸、6
・・・・・・濃縮槽、7・・・・・・無機凝集剤、8・
・・・・・高分子凝集剤% 9・・・・・・鉱物質粉末
、10・・・・・・ポンプ、If・・・・・・チューブ
ラ型逆浸透膜装置、lla・・・・・・逆浸透膜、12
・・・・・・逆浸透膜透過水貯槽、13・・・・・・透
過水、14・・・・・・ポンプ、15・・・・・・回分
式接触酸化装置、15a・・・・・・固定床、15b・
・・・・・放流水、15c・・・・・・噴気用空気、1
6・・・・・・スラリー。
FIG. 1 is a schematic diagram showing an example of an apparatus for carrying out the method according to the invention. 2... Pig excrement stains (sewage), 4...
Stirrer, 5...-Total, 5a...Acid, 6
...Concentration tank, 7...Inorganic flocculant, 8.
...Polymer flocculant% 9 ... Mineral powder, 10 ... Pump, If ... Tubular reverse osmosis membrane device, lla ...・Reverse osmosis membrane, 12
... Reverse osmosis membrane permeated water storage tank, 13 ... Permeated water, 14 ... Pump, 15 ... Batch type catalytic oxidation device, 15a ...・Fixed floor, 15b・
...Discharged water, 15c...Fume air, 1
6...Slurry.

Claims (1)

【特許請求の範囲】[Claims] 家畜のふん尿汚水を希釈することなく、これに無機凝集
剤、高分子凝集剤および多孔質セラミックス等の鉱物質
粉末を添加し、さらに酸によつてpHを5〜6に調整し
、これをチユーブラ型逆浸透膜によつて透過処理し、こ
の透過した処理水を回分式接触酸化法によつて生物処理
することを特徴とする家畜ふん尿汚水の処理法。
Without diluting livestock waste wastewater, inorganic flocculants, polymer flocculants, and mineral powders such as porous ceramics are added to it, and the pH is adjusted to 5 to 6 with acid. 1. A method for treating livestock manure sewage, which comprises performing permeation treatment using a type reverse osmosis membrane, and subjecting the permeated treated water to biological treatment by a batch catalytic oxidation method.
JP60079538A 1985-04-15 1985-04-15 Treatment of excretion sewage of domestic animal Pending JPS61238397A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60079538A JPS61238397A (en) 1985-04-15 1985-04-15 Treatment of excretion sewage of domestic animal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60079538A JPS61238397A (en) 1985-04-15 1985-04-15 Treatment of excretion sewage of domestic animal

Publications (1)

Publication Number Publication Date
JPS61238397A true JPS61238397A (en) 1986-10-23

Family

ID=13692770

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60079538A Pending JPS61238397A (en) 1985-04-15 1985-04-15 Treatment of excretion sewage of domestic animal

Country Status (1)

Country Link
JP (1) JPS61238397A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1991007354A1 (en) * 1989-11-15 1991-05-30 Irving Ainsworth (Holdings) Limited Water treatment method
GB2284205A (en) * 1993-11-25 1995-05-31 Nalco Ltd Treatment of agricultural waste
FR2724922A1 (en) * 1994-09-28 1996-03-29 Rhone Poulenc Chimie PROCESS AND PLANT FOR PURIFYING A LIQUID MEDIUM CONTAINING ORGANIC WASTE
JP2005324148A (en) * 2004-05-14 2005-11-24 Yoshinobu Izawa Coagulation treatment method
CN108622956A (en) * 2018-06-08 2018-10-09 武汉格林环保设施运营有限责任公司 Environmental type water treatment agent and its production technology

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1991007354A1 (en) * 1989-11-15 1991-05-30 Irving Ainsworth (Holdings) Limited Water treatment method
GB2284205A (en) * 1993-11-25 1995-05-31 Nalco Ltd Treatment of agricultural waste
GB2284205B (en) * 1993-11-25 1998-04-29 Nalco Ltd Treatment of agricultural waste
FR2724922A1 (en) * 1994-09-28 1996-03-29 Rhone Poulenc Chimie PROCESS AND PLANT FOR PURIFYING A LIQUID MEDIUM CONTAINING ORGANIC WASTE
WO1996009986A1 (en) * 1994-09-28 1996-04-04 Rhone-Poulenc Chimie Method and apparatus for treating a liquid medium containing organic waste
JP2005324148A (en) * 2004-05-14 2005-11-24 Yoshinobu Izawa Coagulation treatment method
CN108622956A (en) * 2018-06-08 2018-10-09 武汉格林环保设施运营有限责任公司 Environmental type water treatment agent and its production technology

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