JPS59183898A - Method for controlling addition ratio of high-molecular flocculant - Google Patents
Method for controlling addition ratio of high-molecular flocculantInfo
- Publication number
- JPS59183898A JPS59183898A JP58056938A JP5693883A JPS59183898A JP S59183898 A JPS59183898 A JP S59183898A JP 58056938 A JP58056938 A JP 58056938A JP 5693883 A JP5693883 A JP 5693883A JP S59183898 A JPS59183898 A JP S59183898A
- Authority
- JP
- Japan
- Prior art keywords
- flocculant
- sludge
- concn
- addition rate
- concentration
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 32
- 239000010802 sludge Substances 0.000 claims abstract description 36
- 239000007788 liquid Substances 0.000 claims abstract description 11
- 229920000620 organic polymer Polymers 0.000 claims description 10
- 230000002496 gastric effect Effects 0.000 claims 1
- 229920000642 polymer Polymers 0.000 claims 1
- 230000008569 process Effects 0.000 abstract description 4
- 239000013043 chemical agent Substances 0.000 abstract 2
- 239000000126 substance Substances 0.000 description 22
- 230000018044 dehydration Effects 0.000 description 5
- 238000006297 dehydration reaction Methods 0.000 description 5
- 238000002347 injection Methods 0.000 description 5
- 239000007924 injection Substances 0.000 description 5
- 239000007787 solid Substances 0.000 description 4
- 239000000701 coagulant Substances 0.000 description 3
- 239000008394 flocculating agent Substances 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000012544 monitoring process Methods 0.000 description 2
- 229920002401 polyacrylamide Polymers 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005469 granulation Methods 0.000 description 1
- 230000003179 granulation Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Landscapes
- Treatment Of Sludge (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、汚泥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。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for controlling the addition rate of an organic polymer flocculant used in sludge dewatering treatment.
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
の利点を持っている。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, such as belt presses and centrifugal separation. It has the advantage of being able to use a high-performance dehydrator such as a dehydrator.
しかしながら、有機高分子凝集剤の際加重には最適範囲
が存在するために、添加率の過少の場合はもちろん、過
多の場合にも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hカわずられしさがあった。However, since there is an optimal range for the loading of organic polymer flocculants, the dehydration condition will not be good if the addition rate is too low or too high, so there is always some way to control the chemical addition rate. It was very frustrating to have to keep it within an appropriate range.
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がら恋加量を計算して薬注ボンデ
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、汚泥濃度計及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
添加の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フ最適薬注率
が変動する場合は本方法は適用できない。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 method measures the sludge flow rate and concentration to determine the solids throughput, and then calculates the amount of solids from the optimum addition rate determined in advance by another means to control the chemical injection bond flow rate. With this method, if the sludge concentration meter and flowmeter are sufficiently reliable, the subsequent proportional control itself is easy to deal with fluctuations in sludge concentration, so it is possible to automate chemical addition, but in reality, Densitometer reliability is not sufficient. Furthermore, this method cannot be applied if the optimum chemical injection rate changes due to qualitative changes in the sludge.
実際の汚泥処理では、汚泥の#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
るを得す、汚泥処理コスト全体に占める人件費の割合は
極めて太きい。In actual sludge treatment, there are many opportunities to encounter fluctuations in the degree and quality of sludge, 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.
また、実際の薬品添加率は、適正範囲内であってもどち
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。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.
本発明は、かかる現状に対し、非イオン性有機高分子凝
集剤を使用する場合に、汚泥の濃度や質の変動に十分対
撚できる凝集剤添加率の制御方法を提供し、薬品費の節
減を計るとともに、自動化による人件費の大幅低減を可
能とし、汚泥処理全体のコストを低下させんとすること
を目的とするものである。In response to the current situation, the present invention provides a method for controlling the flocculant addition rate that can sufficiently cope with fluctuations in the concentration and quality of sludge when using a nonionic organic polymer flocculant, thereby reducing chemical costs. The purpose of this project is to reduce the overall cost of sludge treatment by making it possible to significantly reduce labor costs through automation.
本発明は、非イオン性有機高分子凝集剤を添加混合した
後の、液中に残留する該凝集剤濃度を測定し、その頂を
一定範囲内とする様に凝集剤の添加率を調節することを
特徴とする。The present invention measures the concentration of the flocculant remaining in the liquid after adding and mixing the nonionic organic polymer flocculant, and adjusts the addition rate of the flocculant so that the peak is within a certain range. It is characterized by
本発明は、非イオン性有機高分子凝集剤の添加率と、液
中に残留する該凝集剤の関係を求め、それら゛と実際の
汚泥脱水性状との相互関係を検討した結果、明らかとな
ったものである。添加率と、残留濃度との関係を定性的
に示すと、第1図のようになり、汚泥脱水の良好な領域
は図中の斜脚に示す添加率の範囲にある。この関係は、
汚泥の濃度や種類が異なっても、凝集剤の分子量が変化
しても成立することが確かめられた。この事実は、汚泥
の質や濃度が変動しても、凝集剤の残留濃度を所定の範
囲内に保つように、凝集剤の添加量を調整するかあるい
は汚泥の流量全調整するのみで脱水工程を良好な状態に
保てることを意味する。The present invention was made possible by determining the relationship between the addition rate of a nonionic organic polymer flocculant and the flocculant remaining in the liquid, and examining the correlation between these and the actual sludge dewatering properties. It is something that The relationship between the addition rate and the residual concentration is qualitatively shown in Figure 1, and the area where sludge dewatering is good is within the addition rate range shown by the diagonal leg in the figure. This relationship is
It was confirmed that this method holds true even if the concentration and type of sludge differ, and even if the molecular weight of the flocculant changes. This fact shows that even if the quality and concentration of sludge changes, the dewatering process can be easily achieved by simply adjusting the amount of flocculant added or adjusting the total flow rate of sludge so that the residual concentration of flocculant can be maintained within a predetermined range. This means that it can be kept in good condition.
その際、従来の比例制御方法に必要であった汚泥濃度及
び流量の測定や最適薬品添加率の決定作業は不要となる
。In this case, the measurement of sludge concentration and flow rate and the determination of the optimum chemical addition rate, which were necessary in the conventional proportional control method, are no longer necessary.
通常、脱水状態が良好となる凝集剤の残留濃度の範囲は
、汚泥の種類や脱水機の型式等によシ若干の変動がある
ものの、概ね0〜1007Mg/7の範囲がよく、その
範囲内であれば、残留量が少ない方が薬品の利用効率が
上昇し経済的である。しかし、残留濃度omy7tの場
合は、省力化を保てる範囲内で凝集剤添加率を低減し、
薬品費を削減することが可能であるが、脱水ケーキの処
分によっては脱水性や処理量を最高の状態に保つ必要が
あり、そのときの具体的な設定値は、凝集剤の残留濃度
が1〜10.0 my/ Lの範囲が最も好ましく汚泥
濃度の変化速度、残留濃度の測定精度、測定時間等を勘
案して決定すればよい。Normally, the range of the residual concentration of the coagulant that provides good dewatering conditions varies slightly depending on the type of sludge and the model of the dehydrator, but it is generally within the range of 0 to 1007 Mg/7. If so, the smaller the residual amount, the more efficient the use of the chemical will be, and it will be more economical. However, when the residual concentration is omy7t, the flocculant addition rate is reduced within the range that can maintain labor savings.
Although it is possible to reduce chemical costs, depending on the disposal of the dehydrated cake, it is necessary to maintain the dewatering performance and throughput at the highest level. The range of ~10.0 my/L is most preferable and may be determined by taking into consideration the rate of change in sludge concentration, measurement accuracy of residual concentration, measurement time, etc.
残留凝集剤の測定方法は、一般に用いられている方法を
用いれば良いが、測定時間の短がいものの方が好ましい
。例えば分離液の粘度測定による方法(粘度法)や、全
有機炭素を測定する方法CTOC法)あるいは窒素濃度
を測定する方法等、を適用すると便利である。As a method for measuring the residual coagulant, any commonly used method may be used, but it is preferable to use a method that requires a short measuring time. For example, it is convenient to apply a method of measuring the viscosity of a separated liquid (viscosity method), a method of measuring total organic carbon (CTOC method), or a method of measuring nitrogen concentration.
残留濃度の測定に用いる液は、通常、脱水分離液のよう
な、浮遊性固形物の少ないものを用いる方が好ましい。It is usually preferable to use a liquid containing few suspended solids, such as a dehydrated separation liquid, as the liquid used for measuring the residual concentration.
また洗浄液を用いる脱水機では、それが混入しない状態
で試料を採収すると精度が良い。さらに、試料の採取場
所は薬品添加地点に近い方が、制御の時間おくれが少な
いので好ましい。In addition, in a dehydrator that uses cleaning fluid, accuracy is better if the sample is collected without being contaminated by cleaning fluid. Furthermore, it is preferable for the sample collection location to be close to the chemical addition point, since this will reduce the time delay in control.
以上述べたように、本発明は実際の汚泥脱水処理におい
て遭遇する汚泥の質や濃度の変動に十分対撚できる、非
イオン性有機高分子凝集剤の添加率制御方法でアリ、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削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 nonionic organic polymer flocculant that can fully cope with the fluctuations in sludge quality and concentration encountered in actual sludge dewatering treatment, and automates the addition of chemicals. This enables optimal automatic control of the dehydration process, which brings great practical effects such as reductions in chemical costs and labor costs.
以下若干の実施例を述べる。Some examples will be described below.
実施例1
某浄水場汚泥を非イオン性有機高分子凝集剤(エバグロ
ースN−700(荏原インフィルコ社商品名)、非イオ
ン性ポリアクリルアミド、分子量1200万)を用いて
、遠心脱水機にて脱水した。Example 1 Sludge from a certain water treatment plant was dehydrated using a centrifugal dehydrator using a nonionic organic polymer flocculant (Evagrowth N-700 (trade name of Ebara Infilco), nonionic polyacrylamide, molecular weight 12 million). .
本浄水場の汚泥は濃度変動が激しいので常時監視者をお
いて脱水状態を観原し、薬品注入量を調節している。本
発明方法では、TOC自動分析機を用いて分離液中の残
留凝集剤濃度を自動測定し、その値を用いて薬注ポンプ
流量を自動側(財)した。Because the concentration of sludge at this water treatment plant fluctuates dramatically, we have people constantly monitoring the dewatering state and adjusting the amount of chemicals injected. In the method of the present invention, the residual flocculant concentration in the separated liquid is automatically measured using a TOC automatic analyzer, and the flow rate of the chemical injection pump is automatically determined using that value.
本発明方法では監視者は全く不要であった。結果を表1
に示す。No supervisor was required in the method of the invention. Table 1 shows the results.
Shown below.
表 1
゛ただし、
汚泥性状:
濃 度 4〜7 %
PH’ 6.5〜7.0
強熱減量 65〜70%
なお、従来法としては、当初の汚泥一度と流量から従来
知られている最適添加率から凝集剤の所要量を算出し、
薬注ポンプ流量を設定したが、汚泥の濃度や質の変動に
よシ運転は不安定であった。Table 1 However, sludge properties: Concentration 4 to 7% PH' 6.5 to 7.0 Loss on ignition 65 to 70% In addition, as a conventional method, the optimal sludge is Calculate the required amount of flocculant from the addition rate,
Although the chemical injection pump flow rate was set, the operation was unstable due to fluctuations in the concentration and quality of the sludge.
このように本発明方法によれば、脱水処理が安定し薬品
添加率の減少やケーキ含水率の低下1,1.A/′件費
の削減等の効果が認められた。As described above, according to the method of the present invention, the dehydration process is stabilized, the chemical addition rate is reduced, and the cake moisture content is reduced. A/'Effects such as reduction in project costs were recognized.
実施例2
某砂利砕石場で発生する砂利洗浄廃水汚泥は、非イオン
性有機高分子凝集剤を用いて、連続造粒脱水装置により
脱水処理されている。砂利製造プラントの稼動状態によ
り発生する汚泥量が変動し、濃度も変動するため、凝集
剤の添加量は脱水状態を観察しながら常時調節する必要
があり、人件費が無視できない状況であまた。Example 2 Gravel washing wastewater sludge generated at a certain gravel crushing plant is dehydrated using a continuous granulation and dehydration device using a nonionic organic polymer flocculant. The amount of sludge generated changes depending on the operating conditions of the gravel manufacturing plant, and the concentration also changes, so the amount of flocculant added needs to be constantly adjusted while monitoring the dewatering state, resulting in a situation where labor costs cannot be ignored.
本発明方法では、脱水分離液の粘度を測定して凝集剤の
残留濃度を測定し、薬注ポンプを連動させる自動制御を
採用したところ、表2のような結果を得た。In the method of the present invention, automatic control was adopted in which the viscosity of the dehydrated separated liquid was measured to determine the residual concentration of the flocculant, and the chemical injection pump was linked, and the results shown in Table 2 were obtained.
表2より、本発明によれば、脱水状態が良好となり、薬
品費の削減、人件費の低減等に役立つことがわかる。From Table 2, it can be seen that according to the present invention, the dehydration state is improved, which is useful for reducing chemical costs, labor costs, etc.
なお、従来法としては、実施例1と同様に行な・つた。Note that the conventional method was carried out in the same manner as in Example 1.
表 2
ここに、
汚泥濃度 10〜25%
u pH6,5〜7.5
〃 強熱減量 40〜50チ
凝集剤:
エバグロースN−100(荏原インフィルコ社商品名)
(非イオン性ポリアクリルアミド、分子量 1000万
)Table 2 Here, Sludge concentration 10-25% pH 6.5-7.5 Loss on ignition 40-50 Coagulant: Evagrowth N-100 (trade name of Ebara Infilco)
(Nonionic polyacrylamide, molecular weight 10 million)
第1図は凝集剤添加率と凝集剤残留#度との関係を示す
。
代理人
弁理士 塩 崎 正 広FIG. 1 shows the relationship between the flocculant addition rate and the residual flocculant degree. Representative Patent Attorney Masahiro Shiozaki
Claims (1)
脱水する方法において、凝集剤添加率の液中に残留する
凝集剤一度を測定し、該濃度を所定値に保つように凝集
剤添加率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。 2、 前記凝集剤残留濃度が1〜100■/lとなるよ
うに、凝集剤添加率を制御すること全特徴とする特許請
求の範囲第1項記載の胃分子凝集剤の添加率制御方法。[Claims] 1. In a method of dewatering sludge by adding and mixing a nonionic organic polymer flocculant to the sludge, the amount of flocculant remaining in the liquid at the flocculant addition rate is measured, and the concentration is adjusted to a predetermined value. 1. A method for controlling the addition rate of a polymer flocculant, the method comprising controlling the flocculant addition rate so as to maintain . 2. The method for controlling the addition rate of a gastric molecule flocculant according to claim 1, characterized in that the flocculant addition rate is controlled so that the flocculant residual concentration is 1 to 100 μ/l.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58056938A JPS59183898A (en) | 1983-04-01 | 1983-04-01 | Method for controlling addition ratio of high-molecular flocculant |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58056938A JPS59183898A (en) | 1983-04-01 | 1983-04-01 | Method for controlling addition ratio of high-molecular flocculant |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59183898A true JPS59183898A (en) | 1984-10-19 |
JPH0334397B2 JPH0334397B2 (en) | 1991-05-22 |
Family
ID=13041468
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP58056938A Granted JPS59183898A (en) | 1983-04-01 | 1983-04-01 | Method for controlling addition ratio of high-molecular flocculant |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59183898A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7142126B2 (en) | 2001-06-28 | 2006-11-28 | Byoung-Jin Jeon | Cargo container having an audio system |
-
1983
- 1983-04-01 JP JP58056938A patent/JPS59183898A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7142126B2 (en) | 2001-06-28 | 2006-11-28 | Byoung-Jin Jeon | Cargo container having an audio system |
Also Published As
Publication number | Publication date |
---|---|
JPH0334397B2 (en) | 1991-05-22 |
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