JP2019147154A - Rice wash wastewater treatment method - Google Patents
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Abstract
Description
本発明は洗米廃水の処理方法に関するものである。 The present invention relates to a method for treating washed rice wastewater.
酒造工程、大規模炊飯工場または無洗米化精白米製造工程で生じる洗米廃水は、SS値が6,000mg/L、BOD値が4,000mg/L程度の高濃度の汚水であり、このままでは有害廃水であり、何らかの処理が必要とされる。 Washed rice wastewater generated in a brewing process, large-scale rice cooking factory or non-washed rice milled rice production process is highly concentrated sewage with an SS value of 6,000 mg / L and a BOD value of about 4,000 mg / L. It is wastewater and needs some kind of treatment.
洗米廃水の処理方法の一例として、洗米廃水に塩化カルシウムを加え、その後、浮遊物を凝集分離する方法が知られている(特許文献1)。この方法は、高濃度の洗米廃水を希釈することなしに処理し得るため、処理水量や廃液タンクの容量を可及的に小さく出来る利点がある。 As an example of a method for treating washed rice wastewater, there is known a method in which calcium chloride is added to washed rice wastewater, and then suspended matter is coagulated and separated (Patent Document 1). This method has an advantage that the amount of treated water and the capacity of the waste liquid tank can be reduced as much as possible because it can be treated without diluting the high-concentration washed rice waste water.
ところで、上記の方法ではかなりの量の塩化カルシウムが必要とされている。すなわち、その実施例においては、洗米廃水2Lに5重量%の塩化カルシウム水溶液20mL添加しており、洗米廃水に1L対する塩化カルシウム量は500mg/L、カルシウム量は180mg/Lである。しかも、従来の凝集沈殿法として、洗米廃水に凝結剤:PAC(ポリ塩化アルミニウム)200ppmを添加した後に高分子凝集剤を添加した例が記載されているが、沈殿速度が極端に遅いとして、実用性に欠ける問題が指摘されているものの、具体的な高分子凝集剤の種類は例示されておらず、その有効性は明確となっていない。 By the way, the above method requires a considerable amount of calcium chloride. That is, in the Example, 20 mL of 5 wt% calcium chloride aqueous solution is added to 2 L of washed rice wastewater, and the amount of calcium chloride per 1 L of washed rice wastewater is 500 mg / L and the amount of calcium is 180 mg / L. Moreover, as an example of a conventional coagulation precipitation method, an example in which a polymer coagulant is added after adding 200 ppm of a coagulant: PAC (polyaluminum chloride) to washed rice waste water is described. Although a problem lacking in properties has been pointed out, specific types of polymer flocculants are not illustrated, and the effectiveness is not clear.
本発明は、上記実情に鑑みなされたものであり、その目的は、前記方法と同様に高濃度の洗米廃水を希釈することなしに処理し得る他の処理方法を提供することにより、技術の豊富化に資する点にある。本発明の他の目的は、無機凝結剤の種類が限定されない洗米廃水の処理方法を提供することにある。本発明の更に他の目的は、無機凝結剤の使用量を軽減し得る洗米廃水の処理方法を提供することにある。 The present invention has been made in view of the above circumstances, and its object is to provide other processing methods that can be processed without diluting high-concentration rice washing wastewater in the same manner as the above-described method. It is in the point that contributes to the conversion. Another object of the present invention is to provide a method for treating washed rice wastewater in which the type of inorganic coagulant is not limited. Still another object of the present invention is to provide a method for treating washed rice wastewater that can reduce the amount of inorganic coagulant used.
本発明者は、上記の目的を達成すべく、洗米廃水に凝結剤を添加した後に高分子凝集剤を添加する洗米廃水の処理方法について鋭意検討を重ねた結果、特定の洗米廃水に対し、凝結剤として、無機凝結剤、あるいは無機凝結剤と共に有機凝結剤を使用し、さらにカチオン性高分子凝集剤を使用するならば、上記の目的を達成し得るとの知見を得、本発明の完成に至った。 In order to achieve the above object, the present inventor has conducted extensive studies on a method for treating rice washing wastewater in which a polymer flocculant is added after adding a coagulant to rice washing wastewater. When the organic coagulant is used together with the inorganic coagulant or the inorganic coagulant as the agent, and further the cationic polymer flocculant is used, the knowledge that the above object can be achieved is obtained, and the present invention is completed. It came.
すなわち、本発明の要旨は、SS値が1,000〜10,000mg/Lである洗米廃水に、凝結剤として硫酸アルミニウムまたはポリ塩化アルミニウムを添加した後に、ジメチルアミノエチルメタクリレート塩化メチル4級塩の重合物またはジメチルアミノエチル(メタ)アクリレート塩化メチル4級塩とアクリルアミドとの共重合物をカチオン性高分子凝集剤として使用することを特徴とする洗米廃水の処理方法に存する。 That is, the gist of the present invention is that after adding aluminum sulfate or polyaluminum chloride as a coagulant to washed rice wastewater having an SS value of 1,000 to 10,000 mg / L, dimethylaminoethyl methacrylate methyl chloride quaternary salt The present invention resides in a method for treating rice washing wastewater characterized by using a polymer or a copolymer of dimethylaminoethyl (meth) acrylate methyl chloride quaternary salt and acrylamide as a cationic polymer flocculant.
本発明によれば前記の課題である凝集スラッジ量の削減と沈降時間が大幅な改善が達成される。 According to the present invention, reduction of the amount of agglomerated sludge and settling time, which are the above-mentioned problems, are achieved.
以下、本発明を詳細に説明する。 Hereinafter, the present invention will be described in detail.
<洗米廃水> <Rice wash water>
本発明において、洗米廃水としては、例えば、前記従来技術に記載の洗米廃水と同様、SS値およびBOD値が高濃度の洗米廃水を使用することが出来る。通常、SS値は1,000〜10,000mg/L、BOD値は1,000〜10,000mg/L、COD値は1,000〜7,000mg/Lである。 In the present invention, as the rice washing waste water, for example, the rice washing waste water having a high SS value and BOD value can be used as in the rice washing waste water described in the prior art. Usually, the SS value is 1,000 to 10,000 mg / L, the BOD value is 1,000 to 10,000 mg / L, and the COD value is 1,000 to 7,000 mg / L.
<無機凝結剤>
無機凝結剤は、特に限定されず、一般的に利用されているものを使用できる。例えば、硫酸アルミニウム(硫酸バンド)、ポリ塩化アルミニウム(PAC)、塩化第二鉄、ポリ塩化第二鉄、石灰等が使用できる。これらの中では、特に、硫酸バンド及びPACが好適である。無機凝結剤は、洗米廃水中の懸濁物質表面の電荷を中和し、ファンデルワールス力(分子間引力)により溶媒中に分散する粒子を集合させる凝結作用により凝結を生じさせる。なお、無機凝結剤は無機凝集剤と呼ばれることもある。
<Inorganic coagulant>
The inorganic coagulant is not particularly limited, and those generally used can be used. For example, aluminum sulfate (sulfate band), polyaluminum chloride (PAC), ferric chloride, polyferric chloride, lime, etc. can be used. Of these, sulfate bands and PAC are particularly preferred. The inorganic coagulant neutralizes the charge on the surface of the suspended solids in the washed rice wastewater, and causes coagulation by a coagulation action that aggregates particles dispersed in the solvent by van der Waals force (intermolecular attractive force). The inorganic coagulant is sometimes called an inorganic flocculant.
<有機凝結剤>
有機凝結剤は、特に限定されず、一般的に利用されているものを使用できる。例えば、ポリアミン、ジアリルジメチル塩化アンモニウムの重合物、ジアルキルアミノアルキルメタクリレート塩化アルキル4級塩の重合物、ジアルキルアミノアルキルアクリレート塩化アルキル4級塩とアクリルアミドとの共重合物などが挙げられる。
<Organic coagulant>
The organic coagulant is not particularly limited, and those commonly used can be used. For example, polyamine, diallyldimethylammonium chloride polymer, dialkylaminoalkyl methacrylate alkyl chloride quaternary salt polymer, dialkylaminoalkyl acrylate alkyl chloride quaternary salt copolymer with acrylamide, and the like.
上記のような有機凝結剤は、分子内に多数のカチオン基を有する高分子電解質であるので、無機凝結剤と同様の荷電中和作用を有するが、有機凝結剤は無機凝結剤よりもカチオンの電荷密度が高いために、その凝結作用は無機凝結剤よりはるかに大きい特長がある。さらに高分子鎖による吸着作用により懸濁物質の凝結を高める特長があり、特に洗米廃水のような高SSでは、懸濁物相互の距離が近くなることにより、この効果が顕著となり、無機凝結剤に比較して大幅に少量で効果を示す。この点で、後述のいわゆる高分子凝集剤とは別個のものである。すなわち、高分子凝集剤は、小さな集合体を集めて大きな集合体(フロック)を作る凝集作用により溶媒中に分散する粒子を凝集させる。そしてその固有粘度は通常7dL/g以上である。これに対して、有機凝結剤は、高分子凝集剤より低分子であり、5dL/g以下であることが好ましい。 Since the organic coagulant as described above is a polyelectrolyte having a large number of cationic groups in the molecule, it has a charge neutralizing action similar to that of the inorganic coagulant. Due to the high charge density, its coagulation has the advantage of being much greater than that of inorganic coagulants. In addition, it has the advantage of increasing the coagulation of suspended solids due to the adsorption action of the polymer chain. Especially in high SS such as washed rice wastewater, this effect becomes remarkable due to the close distance between the suspensions, and the inorganic coagulant. Compared to, the effect is significantly reduced. In this respect, it is separate from the so-called polymer flocculant described later. That is, the polymer flocculant aggregates particles dispersed in a solvent by an aggregating action that collects small aggregates to form large aggregates (floc). And the intrinsic viscosity is 7 dL / g or more normally. On the other hand, the organic coagulant has a lower molecular weight than the polymer flocculant, and is preferably 5 dL / g or less.
<高分子凝集剤>
本発明で使用する高分子凝集剤は、カチオン性の高分子凝集剤が好ましい。カチオン性高分子凝集剤としては、公知の各種単量体を原料とし、それを重合して得ることができる。例えば、ジメチルアミノエチルメタクリレート塩化メチル4級塩の重合物、ジメチルアミノエチル(メタ)アクリレート塩化メチル4級塩とアクリルアミドとの共重合物が挙げられる。一般的に凝集沈殿処理にはアニオン性高分子凝集剤が使用されるが、本発明の洗米廃水のような高SSでは、凝結された洗米廃水のイオン性バランスが未だアニオン性が残っているためにカチオン性高分子凝集剤が好適である。さらにはカチオン性構成単位は全単量体単位に対して10〜100モル%であることが凝集沈殿速度及び濁度の点で好ましい。カチオン性構成単位は全単量体単位に対して20〜60モル%であることがより好ましい。これは、アクリルアミドのアミド基による水素結合が凝集の主要因であるためと考えられる。
<Polymer flocculant>
The polymer flocculant used in the present invention is preferably a cationic polymer flocculant. The cationic polymer flocculant can be obtained by using various known monomers as raw materials and polymerizing them. Examples thereof include a polymer of dimethylaminoethyl methacrylate methyl chloride quaternary salt and a copolymer of dimethylaminoethyl (meth) acrylate methyl chloride quaternary salt and acrylamide. In general, an anionic polymer flocculant is used for the coagulation sedimentation treatment. However, at high SS such as the rice washing wastewater of the present invention, the ionic balance of the coagulated rice washing wastewater still remains anionic. In particular, a cationic polymer flocculant is suitable. Furthermore, it is preferable that the cationic structural unit is 10 to 100 mol% with respect to the total monomer units from the viewpoint of the aggregation and precipitation rate and turbidity. The cationic constituent unit is more preferably 20 to 60 mol% with respect to the total monomer units. This is presumably because hydrogen bonding by the amide group of acrylamide is the main factor of aggregation.
カチオン性高分子凝集剤の重合方法は、沈殿重合、塊状重合、分散重合、水溶液重合等が挙げられる。一例として水溶液重合法による製造方法について以下に述べる。
先ず、所定量のジメチルアミノエチル(メタ)アクリレート塩化メチル4級塩と、アクリルアミドと、イオン交換水とを計量し、所定の温度に調節した後、密閉可能な断熱容器に仕込む。次いで、窒素ガスで溶存酸素を置換し、重合開始剤、連鎖移動剤等の薬品を添加する。重合開始剤としては、公知の一般的なアゾ開始剤、レドックス系開始剤等を使用することが出来る。
重合の進行に伴い重合温度が上昇するが、温度がピークに達した後、1時間熟成し、反応容器より重合ゲルを取り出す。ミートチョッパー等により重合ゲルを細断し、送風乾燥機で80℃の温度で乾燥する。乾燥ポリマーを粉砕機で0.5〜1mm程度の粒径になるよう粉砕しカチオン性高分子凝集剤を得る。
本発明におけるカチオン性や両性高分子凝集剤には、粘性の低下や反応性の向上のために固体酸を添加することが出来る。固体酸としては、スルファミン酸が一般的に使用される。
Examples of the polymerization method of the cationic polymer flocculant include precipitation polymerization, bulk polymerization, dispersion polymerization, and aqueous solution polymerization. As an example, a manufacturing method using an aqueous solution polymerization method will be described below.
First, a predetermined amount of dimethylaminoethyl (meth) acrylate methyl chloride quaternary salt, acrylamide, and ion-exchanged water are weighed and adjusted to a predetermined temperature, and then charged into a heat-insulating container that can be sealed. Next, the dissolved oxygen is replaced with nitrogen gas, and chemicals such as a polymerization initiator and a chain transfer agent are added. As the polymerization initiator, known general azo initiators, redox initiators, and the like can be used.
As the polymerization proceeds, the polymerization temperature rises, but after the temperature reaches its peak, it is aged for 1 hour, and the polymer gel is taken out from the reaction vessel. The polymer gel is shredded with a meat chopper and dried at a temperature of 80 ° C. with a blower dryer. The dried polymer is pulverized with a pulverizer to a particle size of about 0.5 to 1 mm to obtain a cationic polymer flocculant.
A solid acid can be added to the cationic or amphoteric polymer flocculant in the present invention in order to reduce viscosity or improve reactivity. As the solid acid, sulfamic acid is generally used.
前記した各薬剤の添加は、それぞれ別々の槽を設置して機械攪拌下に行うのが好ましいが、廃水ライン中の洗米廃水に凝結剤を添加して凝集槽に導いた後に高分子凝集剤を添加する方法或いは洗米廃水ライン中の廃水に凝結剤と高分子凝集剤の添加位置をずらして添加する方法も採用することも出来る。ライン混合の場合は十分な乱流状態であることが必要であり、不十分な場合にはラインミキサー等の設置も有効である。 The addition of each of the above-mentioned chemicals is preferably carried out under mechanical stirring with a separate tank, but after adding the coagulant to the rice washing wastewater in the wastewater line and guiding it to the coagulation tank, the polymer coagulant is added. It is also possible to adopt a method of adding or a method of adding the coagulant and the polymer flocculant to the waste water in the rice washing waste water line by shifting the addition position. In the case of line mixing, it is necessary that the turbulent flow state is sufficient, and when it is insufficient, installation of a line mixer or the like is also effective.
無機凝結剤と有機凝結剤とは、同時に添加しても各別に添加してもよく、添加順序も任意であるが、洗米廃水では、無機凝結剤の添加に引き続いて有機凝結剤の添加が好ましい。また、通常、粉末状の有機凝結剤や高分子凝集剤は水に溶解して適当な濃度の水溶液(例えば0.1〜0.3質量%の水溶液)として使用される。なお、凝結剤や高分子凝集剤によっては、その機能を最大に発揮させるために適用pH範囲が定められていることがあり、その場合は、常法に従って、薬剤の添加前に適切なpH調節を行う。 The inorganic coagulant and the organic coagulant may be added at the same time or separately, and the order of addition is arbitrary, but in the case of washed rice wastewater, it is preferable to add the organic coagulant following the addition of the inorganic coagulant. . Usually, a powdery organic coagulant or polymer flocculant is dissolved in water and used as an aqueous solution having an appropriate concentration (for example, an aqueous solution having a concentration of 0.1 to 0.3% by mass). Depending on the coagulant and polymer flocculant, the applicable pH range may be determined in order to maximize its function. In this case, appropriate pH adjustment should be performed before adding the drug according to a conventional method. I do.
各薬剤の添加量は、洗米廃水のBOD、COD、濁度により変動するが、無機凝集剤の添加量は通常50〜600mg/L、有機凝結剤の添加量は通常1〜100mg/L、高分子凝集剤の添加量は通常0.1〜10mg/Lである。本発明においては、無機凝結剤と共に有機凝結剤を併用したことにより、無機凝結剤の使用量を低減することが出来るが、無機凝結剤の低減量は有機凝結剤の使用量によって異なる。そのため、両者の使用比率は全体量を考慮して適宜決定される。なお、凝集生成したフロックの固液分離は常法に従って行うことが出来る。 The amount of each chemical added varies depending on the BOD, COD, and turbidity of the washed rice wastewater. The addition amount of the molecular flocculant is usually 0.1 to 10 mg / L. In the present invention, the amount of inorganic coagulant used can be reduced by using an organic coagulant together with the inorganic coagulant, but the amount of inorganic coagulant reduced depends on the amount of organic coagulant used. Therefore, the usage ratio of both is appropriately determined in consideration of the total amount. In addition, the solid-liquid separation of the floc that has been agglomerated can be performed according to a conventional method.
以下、本発明を実施例により更に詳細に説明するが、本発明は、その要旨を超えない限り、以下の実施例に限定されるものではない。以下の実施例及び比較例において、使用した洗米廃水、薬剤、測定項目は次のとおりである。 EXAMPLES Hereinafter, although an Example demonstrates this invention still in detail, this invention is not limited to a following example, unless the summary is exceeded. In the following examples and comparative examples, the used rice washing waste water, chemicals, and measurement items are as follows.
<洗米廃水>
BOD:3,220(mg/L)、CODMn:2,400(mg/L)、TOC:639(mg/L)、SS:2,000(mg/L)、pH5.0の洗米廃水を使用した。
<Rice wash water>
BOD: 3,220 (mg / L), CODMn: 2,400 (mg / L), TOC: 639 (mg / L), SS: 2,000 (mg / L), pH 5.0 washed rice wastewater did.
<薬剤>
(1)有機凝結剤:表1に記載の有機凝結剤。有機凝結剤は0.3重量%の水溶液として使用した。
(2)無機凝結剤:硫酸バンド、PAC(ポリ塩化アルミニウム)
(3)カチオン性高分子凝集剤:表1に記載の高分子凝集剤。カチオン性高分子凝集剤は0.3重量%の水溶液として、アニオン性高分子凝集剤は0.1重量%の水溶液として使用した。
<Drug>
(1) Organic coagulant: Organic coagulant described in Table 1. The organic coagulant was used as a 0.3% by weight aqueous solution.
(2) Inorganic coagulant: sulfate band, PAC (polyaluminum chloride)
(3) Cationic polymer flocculant: Polymer flocculants described in Table 1. The cationic polymer flocculant was used as a 0.3 wt% aqueous solution, and the anionic polymer flocculant was used as a 0.1 wt% aqueous solution.
<測定項目>
(1)有機凝結剤及び高分子凝集剤の固有粘度:
固有粘度は、1N硝酸ナトリウム水溶液中、温度30℃の条件で、ウベローデ希釈型毛細管粘度計を使用し、定法に基づき測定した(高分子学会編、「新版高分子辞典」、朝倉書店,p.107)。
(2)フロック径:
凝集フロックのフロック径は、目視により全体を測定し平均の値をフロック径とした。(3)沈降時間:
高分子凝集剤の所定量を添加し、所定時間攪拌混合した後に攪拌を停止する。そして、生成した凝集フロックが500mLのビーカーの底に沈殿する迄の時間を測定した。
(4)上澄液BOD:JIS K 0102−21及び同−32.3に基づき測定した。(5)上澄液COD:JIS K 0101に基づき測定した。
(6)上澄液濁度:JIS K 0101に基づき測定した。
(7)上澄液TOC:JIS K 0101に基づき測定した。
<Measurement item>
(1) Intrinsic viscosity of organic coagulant and polymer flocculant:
Intrinsic viscosity was measured based on a conventional method using a Ubbelohde dilution type capillary viscometer in a 1N sodium nitrate aqueous solution at a temperature of 30 ° C. 107).
(2) Flock diameter:
The floc diameter of the aggregated floc was measured visually and the average value was taken as the floc diameter. (3) Settling time:
A predetermined amount of the polymer flocculant is added, and after stirring for a predetermined time, stirring is stopped. And the time until the produced | generated aggregation floc settles in the bottom of a 500 mL beaker was measured.
(4) Supernatant BOD: Measured based on JIS K 0102-21 and -32.3. (5) Supernatant COD: Measured based on JIS K 0101.
(6) Supernatant turbidity: measured based on JIS K 0101.
(7) Supernatant TOC: Measured based on JIS K 0101.
実施例1〜4:
原水(洗米廃水)300mLをビーカーに採取し、150rpmの回転数で攪拌しながら、表2に示す種類と量の無機凝結剤を添加して1分間混合し、次いでpH調節剤(1moL/L水酸化ナトリウム水溶液)を添加してpH7に調節した後、さらに1分間攪拌、混合した。次いで、表2に示す種類と量の高分子凝集剤を添加し、上記と同様に攪拌、混合した。2分間の攪拌時間が経過したら攪拌を停止、フロック粒径、沈降時間を測定した後、更に、その2分後に処理液の上澄みを液面から3cmの深さよりシリンジにて採取し、前記の各項目の測定を行った。結果を表2に示す。
Examples 1-4:
Collect 300 mL of raw water (washed rice waste water) in a beaker, add the kind and amount of inorganic coagulant shown in Table 2 while stirring at 150 rpm, mix for 1 minute, and then adjust the pH adjuster (1 mol / L water) Sodium hydroxide aqueous solution) was added to adjust the pH to 7, and the mixture was further stirred and mixed for 1 minute. Next, the types and amounts of polymer flocculants shown in Table 2 were added, and the mixture was stirred and mixed in the same manner as described above. After stirring for 2 minutes, the stirring was stopped, the floc particle size and sedimentation time were measured, and further 2 minutes later, the supernatant of the treatment liquid was collected from a depth of 3 cm from the liquid surface with a syringe. Items were measured. The results are shown in Table 2.
実施例5〜16:
前記実施例において、pH7に調節した後、表2に示す種類と量の有機凝結剤を添加すること以外は前記実施例と同様に操作し、前記の各項目の測定を行った。結果を表2に示す。
比較例1〜7:
前記実施例において、表2に示す種類と量の高分子凝集剤を添加した以外は、前記実施例と同様に操作し、前記の各項目の測定を行った。結果を表2に示す。
Examples 5-16:
In the said Example, after adjusting to pH7, except having added the organic coagulant of the kind and quantity shown in Table 2, it operated similarly to the said Example and measured each said item. The results are shown in Table 2.
Comparative Examples 1-7:
In the said Example, except having added the kind and quantity of polymer flocculants shown in Table 2, it operated similarly to the said Example and measured each said item. The results are shown in Table 2.
表1中の構成成分の略号は下記を示す。
DMC:ジメチルアミノエチルメタクリレート塩化メチル4級塩
DME:ジメチルアミノエチルアクリレート塩化メチル4級塩
AAM:アクリルアミド
AA:アクリル酸
The abbreviations of the constituent components in Table 1 are as follows.
DMC: dimethylaminoethyl methacrylate methyl chloride quaternary salt DME: dimethylaminoethyl acrylate methyl chloride quaternary salt AAM: acrylamide AA: acrylic acid
表2から次のことがわかる。
実施例1〜16では比較例1〜7に比して良好な凝集性能を示し、処理水の濁度が良好であった。実施例5〜16では実施例1〜4に比して大幅に無機凝結剤の使用量が低減されている。さらに、カチオン性高分子凝集剤のカチオン性構成単位が好ましい範囲である実施例7〜11は、実施例5、6(カチオン性構成単位が多い)に比し凝集フロックの沈降性の点でも優れており、実施例12(カチオン構成単位が少ない)に比し処理水の濁度の点でも優れている。
Table 2 shows the following.
In Examples 1-16, compared with Comparative Examples 1-7, the favorable aggregation performance was shown and the turbidity of the treated water was favorable. In Examples 5-16, the usage-amount of an inorganic coagulant is reduced significantly compared with Examples 1-4. Further, Examples 7 to 11 in which the cationic structural unit of the cationic polymer flocculant is in a preferred range are superior in terms of sedimentation of the aggregated floc as compared with Examples 5 and 6 (there are many cationic structural units). Compared to Example 12 (having few cationic structural units), the turbidity of treated water is also excellent.
Claims (4)
The method for treating washed rice wastewater according to any one of claims 1 to 3, wherein an organic coagulant is used together with an inorganic coagulant as the coagulant.
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04190891A (en) * | 1990-09-21 | 1992-07-09 | Satake Eng Co Ltd | Treating method for rice cleansing waste water |
JP2006263593A (en) * | 2005-03-24 | 2006-10-05 | Daiyanitorikkusu Kk | Method for treating brewery wastewater |
JP2009119322A (en) * | 2007-11-12 | 2009-06-04 | Jonan Denki Kogyosho:Kk | Method of treating rice-washing water |
JP2009195775A (en) * | 2008-02-19 | 2009-09-03 | Kurita Water Ind Ltd | Flocculation and sedimentation treatment method |
JP2010029756A (en) * | 2008-07-25 | 2010-02-12 | Kameda Seika Co Ltd | Method for subjecting rice washing drainage to solid-liquid separation |
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JPH04190891A (en) * | 1990-09-21 | 1992-07-09 | Satake Eng Co Ltd | Treating method for rice cleansing waste water |
JP2006263593A (en) * | 2005-03-24 | 2006-10-05 | Daiyanitorikkusu Kk | Method for treating brewery wastewater |
JP2009119322A (en) * | 2007-11-12 | 2009-06-04 | Jonan Denki Kogyosho:Kk | Method of treating rice-washing water |
JP2009195775A (en) * | 2008-02-19 | 2009-09-03 | Kurita Water Ind Ltd | Flocculation and sedimentation treatment method |
JP2010029756A (en) * | 2008-07-25 | 2010-02-12 | Kameda Seika Co Ltd | Method for subjecting rice washing drainage to solid-liquid separation |
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