JPH0562000B2 - - Google Patents
Info
- Publication number
- JPH0562000B2 JPH0562000B2 JP1204832A JP20483289A JPH0562000B2 JP H0562000 B2 JPH0562000 B2 JP H0562000B2 JP 1204832 A JP1204832 A JP 1204832A JP 20483289 A JP20483289 A JP 20483289A JP H0562000 B2 JPH0562000 B2 JP H0562000B2
- Authority
- JP
- Japan
- Prior art keywords
- amount
- flocculant
- colloid
- addition
- sludge
- 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 - Lifetime
Links
- 239000000084 colloidal system Substances 0.000 claims description 32
- 238000000034 method Methods 0.000 claims description 32
- 239000010802 sludge Substances 0.000 claims description 28
- 239000007788 liquid Substances 0.000 claims description 19
- 238000004448 titration Methods 0.000 claims description 14
- 230000008859 change Effects 0.000 claims description 12
- 229920006317 cationic polymer Polymers 0.000 claims description 10
- 238000006243 chemical reaction Methods 0.000 claims description 4
- 230000009977 dual effect Effects 0.000 claims description 4
- 238000005375 photometry Methods 0.000 claims description 4
- 229920000642 polymer Polymers 0.000 claims description 4
- 239000000126 substance Substances 0.000 description 14
- 229920000620 organic polymer Polymers 0.000 description 9
- 125000002091 cationic group Chemical group 0.000 description 6
- 208000005156 Dehydration Diseases 0.000 description 5
- 239000002253 acid Substances 0.000 description 5
- 230000018044 dehydration Effects 0.000 description 5
- 238000006297 dehydration reaction Methods 0.000 description 5
- 150000003839 salts Chemical class 0.000 description 5
- 238000007796 conventional method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 239000000243 solution Substances 0.000 description 4
- 150000001768 cations Chemical class 0.000 description 3
- 239000000701 coagulant Substances 0.000 description 3
- 238000001914 filtration Methods 0.000 description 3
- 239000008394 flocculating agent Substances 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 239000000178 monomer Substances 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 238000011084 recovery Methods 0.000 description 3
- 239000012086 standard solution Substances 0.000 description 3
- 238000002834 transmittance Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- HRPVXLWXLXDGHG-UHFFFAOYSA-N Acrylamide Chemical compound NC(=O)C=C HRPVXLWXLXDGHG-UHFFFAOYSA-N 0.000 description 2
- 229920001661 Chitosan Polymers 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 229920001577 copolymer Polymers 0.000 description 2
- 150000002148 esters Chemical class 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 229950003937 tolonium Drugs 0.000 description 2
- HNONEKILPDHFOL-UHFFFAOYSA-M tolonium chloride Chemical compound [Cl-].C1=C(C)C(N)=CC2=[S+]C3=CC(N(C)C)=CC=C3N=C21 HNONEKILPDHFOL-UHFFFAOYSA-M 0.000 description 2
- XNWFRZJHXBZDAG-UHFFFAOYSA-N 2-METHOXYETHANOL Chemical compound COCCO XNWFRZJHXBZDAG-UHFFFAOYSA-N 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N 2-Propenoic acid Natural products OC(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- KGIGUEBEKRSTEW-UHFFFAOYSA-N 2-vinylpyridine Chemical compound C=CC1=CC=CC=N1 KGIGUEBEKRSTEW-UHFFFAOYSA-N 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-M Acrylate Chemical compound [O-]C(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-M 0.000 description 1
- NLHHRLWOUZZQLW-UHFFFAOYSA-N Acrylonitrile Chemical compound C=CC#N NLHHRLWOUZZQLW-UHFFFAOYSA-N 0.000 description 1
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 description 1
- CERQOIWHTDAKMF-UHFFFAOYSA-M Methacrylate Chemical compound CC(=C)C([O-])=O CERQOIWHTDAKMF-UHFFFAOYSA-M 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 125000000217 alkyl group Chemical group 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 125000004432 carbon atom Chemical group C* 0.000 description 1
- -1 cationic modified acrylamide Chemical class 0.000 description 1
- 229920006319 cationized starch Polymers 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- GQOKIYDTHHZSCJ-UHFFFAOYSA-M dimethyl-bis(prop-2-enyl)azanium;chloride Chemical compound [Cl-].C=CC[N+](C)(C)CC=C GQOKIYDTHHZSCJ-UHFFFAOYSA-M 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 229940079593 drug Drugs 0.000 description 1
- 229920001519 homopolymer Polymers 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 229920000371 poly(diallyldimethylammonium chloride) polymer Polymers 0.000 description 1
- OTYBMLCTZGSZBG-UHFFFAOYSA-L potassium sulfate Chemical compound [K+].[K+].[O-]S([O-])(=O)=O OTYBMLCTZGSZBG-UHFFFAOYSA-L 0.000 description 1
- 229910052939 potassium sulfate Inorganic materials 0.000 description 1
- 235000011151 potassium sulphates Nutrition 0.000 description 1
- WZAPMUSQALINQD-UHFFFAOYSA-M potassium;ethenyl sulfate Chemical compound [K+].[O-]S(=O)(=O)OC=C WZAPMUSQALINQD-UHFFFAOYSA-M 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 230000035945 sensitivity Effects 0.000 description 1
- 239000010801 sewage sludge Substances 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Treatment Of Sludge (AREA)
Description
〔産業上の利用分野〕
本発明は、汚泥の脱水処理に用いる有機高分子
凝集剤の添加率制御方法に関するものである。
〔従来技術〕
近年、汚泥の脱水助剤として広く用いられてい
る有機高分子凝集剤は、無機系凝集剤と比較して
添加量が少なく脱水ケーキ量が少ない、薬品の取
扱いが容易であるベルトプレス、遠心分離機等の
高性能脱水機が使用できる等の利点を持つてい
る。しかしながら、有機高分子凝集剤の添加率に
は最適範囲が存在するために、添加率の過少の場
合はもちろん、過多の場合には脱水状態が良好で
なくなるので、常に何らかの方法で薬品添加率を
適正範囲内に保たなければならないというわずら
わしさがあつた。
そのために、従来は単位固形物あたりの添加率
を一定とする比例制御方法が用いられてきた。即
ち、汚泥流量と濃度を測定して固形物処理量を求
め、あらかじめ別の手段で求めた最適添加率から
添加量を計算して薬注ポンプ流量を制御する方法
である。この方法は汚泥濃度の変動に対しては、
汚泥濃度計および流量計の信頼性が十分であれば
その後の比例制御そのものは容易であるから、薬
品添加と自動化は可能となるが、現実には濃度計
の信頼性が十分でない。さらに汚泥の質的変動が
あり、最適薬注率が変動する場合は本方法は適用
できない。
実際の汚泥処理では、汚泥の濃度や質の変動に
遭遇する機会が多く、薬品添加の自動化による脱
水操作の最適化制御が困難となる場合が多い。そ
のため、脱水状態を常時観察しながら、添加量を
手動で調節する方法をとらざるを得ず、汚泥処理
コスト全体に占める人件費の割合は極めて大き
い。また、実際の薬品添加率は、適正範囲内であ
つても、どちらかといえば安全サイドである高添
加率側にかたよることは避けられず、薬品費の増
大をきたしている。
かかる現状に対し、イオン性有機高分子凝集剤
を使用する場合に、イオン性有機高分子凝集剤を
添加混合した後の、分離液のコロイド荷電量を測
定し、その値をゼロないし用いる凝集剤と同符号
の所定値とする様に凝集剤の添加率を調節する方
法が提案されている。(特開昭59−183897号、同
59−183899号)
これらの方法は、汚泥の濃度や質の変動に十分
対処できる凝集剤添加率の制御方法を提供し、自
動化によると人件費の大幅低減を可能とした。本
方法によると、脱水機の運転状況は常に最良の状
態に維持され、大幅な添加過剰による凝集剤の浪
費は完全に防止される効果があつた。しかしなが
ら、凝集剤添加率からみると、該方法で実施され
る添加率は、用いる脱水機で運転可能な最少の添
加率より多い。工業的には、ケーキ含水率や処理
速度等の脱水成績を悪化させても、ポリマ添加率
を削減した方が総合的にみると経済的である場合
も少なくない。かかる場合に、この方法では対処
しづらい欠点がある。
本発明は、コロイド荷電量の測定方法を改良し
て、陽イオン性有機高分子凝集剤の添加率と汚泥
のコロイド荷電量及びケーキ含水率との関係を求
めた結果、より少ないポリマ添加率で、安定した
脱水操作を可能とする方法を提供するにいたつた
ものである。
〔問題点を解決するための手段〕
本発明は汚泥に陽イオン性高分子凝集剤を添加
混合して脱水する方法において、凝集剤添加後の
液中のコロイド荷電量を、標準正コロイド溶液及
び変色指示薬を添加し、滴定剤にて逆滴定し、滴
定終点を変色指示薬の変色反応を二波長測光法に
より検出することによつて測定し、該コロイド荷
電量が−0.001〜−0.1meq/となるように該陽
イオン性高分子凝集剤の添加を制御することを特
徴とする高分子凝集剤の添加率制御方法である。
即ち、本発明では、コロイド荷電量の測定にコ
ロイド滴定法を用いるが、その具体的手段として
は正コロイド標準液を採取汚泥に添加したのち滴
定剤によつて滴定する逆滴定法を採取し、さらに
滴定終点の検知に変色指示薬の変色反応を二波長
測光により測定する方法を用いて、コロイド荷電
量の測定精度及び感度を増大させた。
本発明で用いる陽イオン性有機高分子凝集剤と
しては通常用いられているものをいずれも利用で
きるが、N,N′−ジメチルアミノアルキルアク
リレートあるいはメタクリレートでアルキル基の
炭素数が2あるいは3のものの酸塩(略称エステ
ル系)、ビニルベンジルモノジトリメチルアンモ
ニウムの酸塩、アクリルアミドのカチオン変性物
の酸塩、ビニルピリジンおよびその置換誘導体、
アクリルアミンおよびその置換誘導体のようなカ
チオン性単量体の単一重合体および共重合体など
がある。
また上記のような陽イオン性単量体とアクリル
アミド、アクリロニトリル、アクリル酸アルキル
エステルのような単量体との共重合物、さらにポ
リビニルイミダゾリンの酸塩、キトサンの酸塩、
澱粉のカチオン化物なども使用できる。
一方、本発明に用いられる液中のコロイド荷電
量の測定方法は、精度的に優れた標準正コロイド
溶液と変色指示薬を用いるコロイド滴定法であ
り、また指示薬の変色状況の測定に二波長測光法
を用いるものであり、特に滴定終点の決定方法に
は、リアルタイム法(特開平1−116447)を用い
ると装置が簡易となつて好ましい。このリアルタ
イム法を簡明に説明すると、滴定開始前の指示薬
添加時点での所定の二波長における透過光量の差
を計測し、その量に所定の定数を乗じた値になる
まで該所定の二波長における透過光量の差を計測
しながら滴定剤を添加して該所定の定数を乗じた
値になつたときの滴定剤の添加量を滴定終点とす
るものである。他の好ましいリアルタイム法とし
ては、正コロイド標準液を採取汚泥に添加した試
料に滴定剤を添加しながら光を照射し、変色指示
薬の変色反応における2つの検知帯域の透過光量
とその間に存在する等吸収点の透過光量の何れか
2つを検出し、両者の透過光量が等しくなつた時
を滴定終点とする方法が挙げられる。
また、正コロイド溶液及び滴定液は1μの精
度で、100〜500μ程度を添加する必要があり、
精度のよいビユレツト等を用いる必要がある。指
示薬の添加量は10μ程度の精度で100〜200μ
程度を添加できる簡易な手段(デイスペンサな
ど)を用いることができる。試薬としては、正コ
ロイド標準液としてメチルグリコールキトサン
(MGCh)もしくは塩化ポリジアリルジメチルア
ンモニウム(登録商標:Catfloc)が良く、滴定
剤はポリビニル硫酸カリウム(PVSK)が最適で
あり、指示薬はトルイジンブルー(TB)が良
い。
汚泥のコロイド荷電量の測定に用いる採取試料
は、脱水分離液のような浮遊性固形物の少ない液
を用いる。また洗浄液を用いる脱水機では、それ
が混入しない状態の分離液を採取する必要があ
る。また、試料の採取場所は薬品添加地点に近い
方が、制御の時間おくれ等が少ないので好まし
い。
本発明において、コロイド荷電量の測定及び凝
集剤を添加する具体的方法としては、連続的でも
不連続的でもよく、又、自動的でもそうでなくて
もよいが、本発明は凝集剤添加の自動制御が好適
である。比較的経済的な制御方法としては、凝集
剤添加量を自動的あるいは人為的に添加し、凝集
剤添加直後からコロイド荷電量を常時、又は一定
間隔をおいて測定し、その後凝集剤を添加しつつ
同時にコロイド荷電量と比較しながら添加量を調
整して、所定のコロイド荷電量(−0.001〜−
0.1meq/)とする方法である。コロイド荷電
量測定を含め、凝集剤添加を完全自動化してもよ
い。
本発明は、コロイド荷電量を極めて正確かつ迅
速に測定できるので、コロイド荷電量の大きさに
応じて凝集剤の添加量を正確に制御できる。従つ
て、凝集剤添加の過不足が全くなくなり、かつ脱
水効率を高く維持できる凝集剤量を必要最小限と
することができる。
〔作用〕
本発明の作用を第1図及び第2図で参照して説
明する。
本発明方法を用いて下水混合生汚泥(SS=18.7
g/)を、陽イオン性高分子凝集剤(エバグロ
ースC104G、強カチオン、荏原インフイルコ社
製)にて凝縮処理し、ベルトプレスにて凝集汚泥
を処理速度120Kg/m・hrにて脱水処理した。こ
の結果得られた陽イオン性高分子凝集剤添加率と
ケーキ含水率、重力ろ過速度及び液中のコロイド
荷電量との関係を第1図に示した。分離液コロイ
ド荷電量と凝集剤添加率の関係は、従来報告され
ているような屈曲点を持つ形と異なり、第1図に
示すごときスムースな関係であつた。一方、凝集
汚泥の脱水性は、コロイド荷電量がゼロとなる凝
集剤添加率近傍で極大値をとつたことは、従来通
りである。この結果は、分離液中のコロイド荷電
量がゼロ近傍かつ負の領域であれば、得られる脱
水ケーキの含水率がやや高く、重力ろか速度がや
や低いものの、脱水機を運転することは十分可能
であり、しかも凝集剤添加量を削減できることを
示している。
これらの関係は、陽イオン性高分子凝集剤を用
いる汚泥の脱水操作においては、脱水機種にかか
わらず同様である。一例として遠心脱水機を用い
て、下水混合生汚泥(SS=12.7g/)に陽イオ
ン性高分子凝集剤(エバグロースC123、中カチ
オン、荏原インフイルコ社製)を添加して処理速
度12m3/hrで脱水処理した結果、凝集剤添加率に
対するケーキ含水率、SS回収率、分離液SS、分
離液光透過率及びコロイド荷電量の変化を各々グ
ラフ化したものを第2図に示した。この結果より
凝集剤添加率が増大してコロイド荷電量がゼロ近
傍に近づくと分離液光透過率およびSS回収率が
増大し、分離液SSおよびケーキ含水率が低下す
ることがわかる。
ところで、本発明を実際に用いる場合の制御の
設定値は、汚泥、高分子凝集剤あるいは脱水機の
種類さらに望まれる脱水成績等によつて変わり、
一概に決定できないが、おおむね−0.001〜−
0.1meq/の範囲にある。また、実際に制御す
る対象は凝集剤流量の他汚泥流量でもよい。
〔実施例〕
以下、本発明の具体的実施例を述べるが、これ
に限定されるものではない。
実施例 1
下水処理場混合生汚泥を、陽イオン性高分子凝
集剤のエバクロースC104G(荏原インフイルコ社
製、エステル系強カチオン)を用いてベルトプレ
ス型脱水機で脱水した。
本発明では、逆滴定法を用いた二波長測光方式
のコロイド滴定装置を用い、従来法1)(時開昭
59−183897号)では単波長測光方式のコロイド滴
定装置を用い、従来法2)では固形物比例制御方
式により凝集剤の注入量を制御した。
なお汚泥濃度の変動幅は1.5〜2.8%、PHは6.0〜
6.5、強熱減量は65〜80%SSであつた。結果を表
−1に示す。
[Industrial Application Field] The present invention relates to a method for controlling the addition rate of an organic polymer flocculant used in sludge dewatering treatment. [Prior art] In recent years, organic polymer flocculants, which have been widely used as sludge dewatering aids, require less addition than inorganic flocculants, produce less dehydrated cake, and are easier to handle with chemicals. It has the advantage of being able to use high-performance dehydrators such as presses and centrifuges. However, since there is an optimal range for the addition rate of organic polymer flocculants, if the addition rate is too low or too high, the dehydration condition will not be good, so there is always some way to control the chemical addition rate. It was a hassle to have to keep it within an appropriate range. For this purpose, a proportional control method has conventionally been used in which the addition rate per unit solid is kept constant. That is, this is a method of measuring the sludge flow rate and concentration to determine the amount of solids treated, and calculating the addition amount from the optimum addition rate determined in advance by another means to control the chemical injection pump flow rate. This method deals with fluctuations in sludge concentration.
If the reliability of the sludge concentration meter and flow meter is sufficient, the subsequent proportional control itself will be easy, making chemical addition and automation possible, but in reality, the reliability of the concentration meter is not sufficient. Furthermore, this method cannot be applied if there are qualitative changes in the sludge and the optimal chemical injection rate changes. In actual sludge treatment, there are many opportunities to encounter fluctuations in sludge concentration and quality, and it is often difficult to optimize control of dewatering operations by automating the addition of chemicals. Therefore, it is necessary to constantly monitor the dewatering state and manually adjust the amount added, and labor costs account for an extremely large proportion of the total sludge treatment cost. Further, even if the actual chemical addition rate is within the appropriate range, it is inevitable that the chemical addition rate will be on the safe side, which is a high addition rate, resulting in an increase in chemical costs. In response to this current situation, when using an ionic organic polymer flocculant, the amount of colloid charge of the separated liquid after adding and mixing the ionic organic polymer flocculant is measured, and the value is set to zero or the flocculant used. A method has been proposed in which the addition rate of the flocculant is adjusted to a predetermined value having the same sign as . (Unexamined Japanese Patent Publication No. 59-183897, same
(No. 59-183899) These methods provide a method for controlling the flocculant addition rate that can adequately deal with variations in sludge concentration and quality, and automation has made it possible to significantly reduce labor costs. According to this method, the operating conditions of the dehydrator were always maintained in the best condition, and the waste of flocculant due to large excess addition was completely prevented. However, in terms of flocculant addition rate, the addition rate carried out in the method is greater than the minimum addition rate that can be operated with the dehydrator used. Industrially, it is often more economical to reduce the polymer addition rate, even if it worsens dehydration results such as cake moisture content and processing speed. In such cases, this method has drawbacks that are difficult to deal with. The present invention has improved the method for measuring colloidal charge and determined the relationship between the addition rate of a cationic organic polymer flocculant, the colloidal charge of sludge, and the cake water content. We have now provided a method that enables stable dehydration operations. [Means for Solving the Problems] The present invention provides a method for dewatering sludge by adding and mixing a cationic polymer flocculant, and the amount of colloid charge in the liquid after the addition of the flocculant is determined based on a standard positive colloid solution and Add a color change indicator, perform back titration with a titrant, and measure the end point of the titration by detecting the color change reaction of the color change indicator using dual wavelength photometry. This is a method for controlling the addition rate of a polymer flocculant, which is characterized in that the addition of the cationic polymer flocculant is controlled so that the cationic polymer flocculant is added. That is, in the present invention, a colloid titration method is used to measure the amount of colloid charge, and a specific method thereof is a back titration method in which a positive colloid standard solution is added to the collected sludge and then titrated with a titrant. Furthermore, the accuracy and sensitivity of measuring the amount of colloid charge was increased by using a method of measuring the color change reaction of a color change indicator using dual wavelength photometry to detect the end point of titration. As the cationic organic polymer flocculant used in the present invention, any commonly used flocculant can be used, but N,N'-dimethylaminoalkyl acrylate or methacrylate with an alkyl group of 2 or 3 carbon atoms may be used. acid salts (abbreviated as esters), vinylbenzylmonoditrimethylammonium acid salts, cationic modified acrylamide acid salts, vinylpyridine and its substituted derivatives,
These include homopolymers and copolymers of cationic monomers such as acrylamine and substituted derivatives thereof. In addition, copolymers of the above-mentioned cationic monomers with monomers such as acrylamide, acrylonitrile, and acrylic acid alkyl esters, as well as polyvinylimidazoline acid salts, chitosan acid salts,
Cationized starch can also be used. On the other hand, the method for measuring the amount of colloid charge in the liquid used in the present invention is a highly accurate colloid titration method using a standard positive colloid solution and a color change indicator, and dual wavelength photometry is also used to measure the color change state of the indicator. In particular, it is preferable to use a real-time method (Japanese Unexamined Patent Application Publication No. 116447/1999) for determining the titration end point because the apparatus becomes simpler. To explain this real-time method simply, the difference in the amount of transmitted light at two predetermined wavelengths is measured at the point of addition of the indicator before the start of titration, and the difference in the amount of transmitted light at two predetermined wavelengths is The titrant is added while measuring the difference in the amount of transmitted light, and the amount of titrant added when the amount reaches a value multiplied by the predetermined constant is determined as the titration end point. Another preferred real-time method is to irradiate light while adding a titrant to a sample prepared by adding a positive colloid standard solution to collected sludge, and detect the amount of transmitted light in two detection bands during the color change reaction of the color change indicator and the amount of light present between them. One method is to detect any two of the amounts of transmitted light at the absorption point, and set the titration end point when both amounts of transmitted light become equal. In addition, it is necessary to add about 100 to 500μ to the positive colloid solution and titrant solution with an accuracy of 1μ.
It is necessary to use a highly accurate billet or the like. The amount of indicator added is 100 to 200 μ with an accuracy of about 10 μ.
A simple means (such as a dispenser) that can add a certain amount can be used. As a reagent, methyl glycol chitosan (MGCh) or polydiallyldimethylammonium chloride (registered trademark: Catfloc) is suitable as a positive colloid standard solution, polyvinyl potassium sulfate (PVSK) is optimal as a titrant, and toluidine blue (TB) is optimal as an indicator. ) is good. The sample used to measure the amount of colloidal charge in sludge is a liquid containing few suspended solids, such as a dehydrated separated liquid. In addition, in a dehydrator that uses a cleaning liquid, it is necessary to collect a separated liquid that is not contaminated with cleaning liquid. Furthermore, it is preferable for the sample collection location to be close to the chemical addition point, since this reduces control time delays. In the present invention, the specific method for measuring the amount of colloid charge and adding the flocculant may be continuous or discontinuous, and may be automatic or not. Automatic control is preferred. A relatively economical control method is to add the flocculant automatically or artificially, measure the amount of colloid charge constantly or at regular intervals immediately after adding the flocculant, and then add the flocculant. At the same time, adjust the addition amount while comparing with the colloid charge amount to obtain a predetermined colloid charge amount (-0.001 to -
0.1meq/). The flocculant addition, including colloid charge measurement, may be fully automated. In the present invention, since the amount of colloid charge can be measured extremely accurately and quickly, the amount of coagulant added can be accurately controlled depending on the magnitude of the amount of colloid charge. Therefore, there is no need to add too much or too little flocculant, and the amount of flocculant that can maintain high dewatering efficiency can be reduced to the minimum necessary amount. [Operation] The operation of the present invention will be explained with reference to FIGS. 1 and 2. Using the method of the present invention, sewage mixed raw sludge (SS = 18.7
g/) was condensed using a cationic polymer flocculant (Evagrowth C104G, strong cation, manufactured by Ebara Infilco), and the flocculated sludge was dehydrated using a belt press at a processing rate of 120 kg/m·hr. The relationship between the resulting cationic polymer flocculant addition rate, cake moisture content, gravity filtration rate, and amount of colloid charge in the liquid is shown in FIG. The relationship between the amount of colloid charge in the separated liquid and the addition rate of flocculant was a smooth relationship as shown in FIG. 1, unlike the previously reported shape with an inflection point. On the other hand, as is conventional, the dewaterability of flocculated sludge reaches its maximum value near the flocculant addition rate at which the amount of colloidal charge becomes zero. This result shows that if the amount of colloid charge in the separated liquid is near zero and in the negative region, the water content of the dehydrated cake obtained is somewhat high, and although the gravity filtration speed is somewhat low, it is still possible to operate the dehydrator. This shows that the amount of coagulant added can be reduced. These relationships are the same regardless of the type of dewatering machine in the sludge dewatering operation using a cationic polymer flocculant. As an example, using a centrifugal dehydrator, a cationic polymer flocculant (Evagrowth C123, medium cation, manufactured by Ebara Infilco Corporation) is added to mixed raw sewage sludge (SS = 12.7 g/hr) to achieve a processing rate of 12 m 3 /hr. As a result of the dehydration treatment, the changes in cake water content, SS recovery rate, separated liquid SS, separated liquid light transmittance, and colloid charge amount with respect to the flocculant addition rate are shown in graphs in Figure 2. These results show that when the coagulant addition rate increases and the colloid charge amount approaches zero, the separated liquid light transmittance and SS recovery rate increase, and the separated liquid SS and cake moisture content decrease. By the way, the control settings when actually using the present invention vary depending on the type of sludge, polymer flocculant, dehydrator, desired dewatering performance, etc.
Although it cannot be determined definitively, it is approximately −0.001~−
It is in the range of 0.1meq/. Furthermore, the object to be actually controlled may be the sludge flow rate in addition to the flocculant flow rate. [Example] Specific examples of the present invention will be described below, but the present invention is not limited thereto. Example 1 Mixed raw sludge from a sewage treatment plant was dehydrated using a belt press type dehydrator using a cationic polymer flocculant, Evaclose C104G (manufactured by Ebara Infilco, ester-based strong cation). In the present invention, a dual-wavelength photometric colloid titration device using a back titration method is used.
No. 59-183897) used a single wavelength photometric colloid titration device, and in conventional method 2) the injection amount of flocculant was controlled by a solid matter proportional control method. The fluctuation range of sludge concentration is 1.5~2.8%, and the pH is 6.0~
6.5, the ignition loss was 65-80% SS. The results are shown in Table-1.
【表】
このように本発明によれば、凝集剤の過剰添加
による脱水ケーキ含水率の上昇や処理状態の不安
定さもなく、従来法と比べて薬品費の低減等の効
果が認められる。
実施例 2
製造品種の変動に伴つて余剰汚泥の発生比率が
変動し、有機高分子凝集剤の最適添加率が変わる
複数の排水処理施設を持つ食品工場の排水処理に
本発明および前記従来法(1)、(2)を適用した。本例
では凝集汚泥を混合して遠心脱水機により、脱水
処理した。従来法は、脱水機の運転時は汚泥濃
度、流量のチエツク以外に最適薬注率のチエツク
も実施する必要があり、かなりの人件費及び薬品
費が必要であつた。一方、本発明方法を用いる
と、上記チエツクはすべて不要になり、脱水工程
の人工を削減するとともに、凝集剤を大幅に低減
することができた。その結果を表−2に示す。[Table] As described above, according to the present invention, there is no increase in the moisture content of the dehydrated cake due to excessive addition of a flocculant, and there is no instability in the treatment state, and the effects of reducing chemical costs and the like are recognized compared to the conventional method. Example 2 The present invention and the conventional method ( 1) and (2) were applied. In this example, flocculated sludge was mixed and dehydrated using a centrifugal dehydrator. In the conventional method, when the dehydrator is operated, in addition to checking the sludge concentration and flow rate, it is also necessary to check the optimum chemical injection rate, which requires considerable labor and chemical costs. On the other hand, when the method of the present invention is used, all of the above checks become unnecessary, and it is possible to reduce the number of artificial steps in the dehydration process and to significantly reduce the amount of flocculant. The results are shown in Table-2.
以上述べたように、本発明は実際の汚泥脱水処
理において、汚泥の質や濃度の変動に十分対処で
きる陽イオン性有機高分子凝集剤の添加率制御方
法であり、薬品添加の自動化により脱水工程の最
適自動制御が可能となり、薬品費の低減及び人件
費の低減等の実用上多大な効果をもたらすもので
ある。
As described above, the present invention is a method for controlling the addition rate of a cationic organic polymer flocculant that can sufficiently cope with fluctuations in sludge quality and concentration in actual sludge dewatering treatment, and it is possible to control the addition rate of a cationic organic polymer flocculant by automating the addition of chemicals. This makes it possible to optimally automatically control the amount of alcohol, which brings great practical effects such as reductions in drug costs and labor costs.
第1図及び第2図は本発明の作用を説明するた
めのグラフで、第1図はSS重量に対する凝集剤
添加率とケーキ含水率、重力ろ過速度及びコロイ
ド荷電量の各々との関係を示し、第2図はSS重
量に対する凝集剤添加率とケーキ含水率、SS回
収率、分離液SS、分離液光透過率及び分離液コ
ロイド荷電量の各々との関係を示す。
Figures 1 and 2 are graphs for explaining the effects of the present invention, and Figure 1 shows the relationship between the flocculant addition rate and cake moisture content, gravity filtration rate, and colloid charge amount with respect to SS weight. , Figure 2 shows the relationship between the flocculant addition rate and the cake moisture content, SS recovery rate, separated liquid SS, separated liquid light transmittance, and separated liquid colloid charge amount with respect to the SS weight.
Claims (1)
て脱水する方法において、凝集剤添加後の液中の
コロイド荷電量を、標準正コロイド溶液及び変色
指示薬を添加し、滴定剤にて逆滴定し、滴定終点
を変色指示薬の変色反応を二波長測光法により検
出することによつて測定し、該コロイド荷電量が
−0.001〜−0.1meq/となるように該陽イオン
性高分子凝集剤の添加を制御することを特徴とす
る高分子凝集剤の添加率制御方法。1 In a method of dewatering sludge by adding and mixing a cationic polymer flocculant, the amount of colloid charge in the liquid after adding the flocculant is measured by adding a standard positive colloid solution and a color change indicator, and back titrating with a titrant. The titration end point was measured by detecting the color change reaction of the color change indicator using dual wavelength photometry, and the cationic polymer flocculant was adjusted so that the colloid charge amount was -0.001 to -0.1 meq/. A method for controlling the addition rate of a polymer flocculant, the method comprising controlling the addition.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1204832A JPH0368500A (en) | 1989-08-09 | 1989-08-09 | Method for controlling rate of addition of polymer flocculant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1204832A JPH0368500A (en) | 1989-08-09 | 1989-08-09 | Method for controlling rate of addition of polymer flocculant |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0368500A JPH0368500A (en) | 1991-03-25 |
| JPH0562000B2 true JPH0562000B2 (en) | 1993-09-07 |
Family
ID=16497124
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1204832A Granted JPH0368500A (en) | 1989-08-09 | 1989-08-09 | Method for controlling rate of addition of polymer flocculant |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0368500A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100718036B1 (en) * | 2006-04-21 | 2007-05-14 | 주식회사 한일환경테크 | Sludge treatment equipment |
| JP2013034956A (en) * | 2011-08-09 | 2013-02-21 | Swing Corp | Method for treating sludge |
| JP2019000819A (en) * | 2017-06-16 | 2019-01-10 | 東京都下水道サービス株式会社 | Electrolyte supply control device, dehydration device, electrolyte supply method, dehydration method |
-
1989
- 1989-08-09 JP JP1204832A patent/JPH0368500A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0368500A (en) | 1991-03-25 |
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