JPS6014602B2 - Chemical injection control method for water purification equipment - Google Patents
Chemical injection control method for water purification equipmentInfo
- Publication number
- JPS6014602B2 JPS6014602B2 JP7436680A JP7436680A JPS6014602B2 JP S6014602 B2 JPS6014602 B2 JP S6014602B2 JP 7436680 A JP7436680 A JP 7436680A JP 7436680 A JP7436680 A JP 7436680A JP S6014602 B2 JPS6014602 B2 JP S6014602B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- alkalinity
- raw water
- injection rate
- injection
- 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
Links
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Description
【発明の詳細な説明】
〔発明の利用分野〕
本発明は取水した原水にアルカリ剤を注入した後に凝集
剤を注入して浄化処理を行う浄水設備の薬品注入制御方
法の改良に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Application of the Invention] The present invention relates to an improvement in a chemical injection control method for water purification equipment that performs purification treatment by injecting an alkali agent into raw water taken and then injecting a flocculant.
周知のように浄水設備においては原水に含まれる濁質を
除去するために凝集剤を注入している。As is well known, in water purification equipment, a flocculant is injected to remove suspended matter contained in raw water.
凝集剤としては通常、硫酸アルミニウムあるいはポリ塩
化アルミニウムが用いられる。従来、凝集剤は原水濁度
に応じて注入率を求め、この注入率と原水流量を秦算し
凝集剤注入量を制御している。Aluminum sulfate or polyaluminum chloride is usually used as the flocculant. Conventionally, the injection rate of the flocculant is determined according to the turbidity of the raw water, and the injection rate is calculated by the raw water flow rate to control the flocculant injection amount.
しかし、凝集剤は原水中のアルカリ成分と反応して水酸
化アルミニウムを生成するが、凝集剤の加水分解に必要
なアルカリ成分が存在しないと加水分解が促進されない
。原水のアルカリ度は季節、降雨、融雪などの気象条件
によって変化する。原水アルカリ度が低いと加水分解の
促進が成されず、凝集を良好に行えない。そのため、原
水アルカリ度を所定値以上となるように苛性ソーダなど
のアルカリ剤を注入するようにしている。しかし、アル
カリ剤をフィードフオワード制御で注入しても凝集剤の
加水分解が充分に行われたか否かを確認することが不可
能である。そこで、本出願人は先に原水アルカリ度、凝
集剤を注入した後のアルカリ度および靴が所定値以上で
あると凝集が良好に行われていることを実験により確認
し特関昭52−21562号(持開昭53−10714
8号)として提案している。However, although the flocculant reacts with the alkaline component in the raw water to produce aluminum hydroxide, hydrolysis will not be promoted unless the alkaline component necessary for the hydrolysis of the flocculant is present. The alkalinity of raw water changes depending on the season, rainfall, snowmelt, and other weather conditions. If the alkalinity of the raw water is low, hydrolysis cannot be promoted and flocculation cannot be performed well. Therefore, an alkaline agent such as caustic soda is injected to bring the alkalinity of the raw water to a predetermined value or higher. However, even if the alkaline agent is injected under feedforward control, it is impossible to confirm whether or not the coagulant has been sufficiently hydrolyzed. Therefore, the applicant first confirmed through experiments that coagulation was performed well when the alkalinity of the raw water, the alkalinity after injecting the coagulant, and the shoes exceeded the predetermined values. No. (Mochikai Sho 53-10714
8).
なお、凝集剤を注入した後のアルカリ度およびpHを本
明細書では凝集水アルカリ度あるいは凝集水柵と称する
。この特開昭52−21562号(特関昭53−107
148号)は原水アルカリ度、凝集水アルカリ度および
凝集水pHによってそれぞれアルカリ剤注入率を求め、
求めた注入剤の総和でもつてアルカリ剤を注入している
。これは原水アルカリ度、凝集水アルカリ度、凝集水餌
がそれぞれ規定値以上あれば凝集剤による凝集が良好に
行えるという観点から安全性を重要視しているからであ
る。しかし、この方法ではアルカリ剤の使用量が多くな
り、浄水場の運転経費を低減するという要求を満足する
ことができない。Note that the alkalinity and pH after injecting the flocculant are herein referred to as coagulated water alkalinity or coagulated water fence. This Japanese Patent Application Publication No. 52-21562 (Special Publication No. 53-107
No. 148) calculates the alkaline agent injection rate from raw water alkalinity, flocculated water alkalinity, and flocculated water pH, respectively.
The alkaline agent was injected even with the total amount of injection agent determined. This is because safety is important from the viewpoint that if the raw water alkalinity, flocculating water alkalinity, and flocculating water bait are each above the specified value, flocculation by the flocculant can be performed satisfactorily. However, this method requires a large amount of alkaline agent and cannot satisfy the demand for reducing operating costs of water purification plants.
特に、近年、浄水場の処理水量が多くなるに伴い薬品の
使用量低減が強く要求されている。〔発明の目的)
本発明は上記点に対処して成されたもので、その目的と
するところは凝集剤の凝集を良好に行うために注入する
アルカリ剤の使用量を低減できるZ浄水設備の薬品注入
制御方法を提供することにある。In particular, in recent years, as the amount of water treated at water treatment plants has increased, there has been a strong demand to reduce the amount of chemicals used. [Object of the Invention] The present invention has been made in response to the above-mentioned problems, and its purpose is to provide a Z water purification equipment that can reduce the amount of alkaline agent injected in order to achieve good flocculation of the flocculant. An object of the present invention is to provide a drug injection control method.
本発明の特徴とするところは原水アルカリ度、凝集水ア
ルカリ度および凝集水軸のそれぞれがそZれぞれに対し
定めた規定値以上になるようにアルカリ剤注入率を求め
、最大のアルカリ剤注入率に基づきアルカリ剤を注入す
るようにしたことにある。The feature of the present invention is that the alkaline agent injection rate is determined so that the raw water alkalinity, coagulated water alkalinity, and coagulated water axis are each higher than the specified value for each Z, and the maximum alkaline agent injection rate is determined. The reason is that the alkaline agent is injected based on the injection rate.
〔発明の実施例〕 2以下、
本発明を第1図に示す実施例において詳細に説明する。[Embodiments of the invention] 2 or less,
The present invention will be explained in detail with reference to the embodiment shown in FIG.
第1図において、図示しない取水源から取水した原水は
着水井1に導かれた後、急速鷹洋池2に流入する。急速
燈梓池2では凝集剤注入機7によ2って凝集剤を注入し
急速燈拝する。なお、凝集剤の注入は制御して行われる
。フロツク形成池3では緩遠擁洋が行われ微細なフロツ
クを成長させ大きなフロックを形成する。着水井1に流
入した原水のアルカリ度A,をアルカリ度計4で測定し
注3入率演算回路1 1に入力する。注入率演算回路1
1は後述するようにして原水アルカリ度A,に応じた注
入率Q, を求める。着水井1から急速損梓池2に流入
する原水流量偽を流量計5で測定する。また、急速蝿梓
池2に流入する前にアルカリ3剤注入機6によってアル
カリ剤を注入する。急速燈梓池2において凝集剤を注入
した後の凝集水アルカリ度A2をアルカリ度計8で測定
すると共に凝集水pHをpH計9で測定する。注入率演
算回路12は凝集水pH(=pH,)に応じた注入率Q
3 を演算し、また注入率演算回路13は凝集水アルカ
リ度A2に応じた注入率Q2を演算する。滋大値選択回
路14は演算回路11〜13で求めた注入率QI’Q2
’q3のうち最大の注入率Qma.を選択し注入量演算
回路15に加える。かかる構成において、後述するよう
にしてアルカリ剤を注入させた原水は急速燈洋池2で凝
集剤を注入されながら頚拝される。In FIG. 1, raw water taken from a water intake source (not shown) is led to a landing well 1, and then quickly flows into Takayo Pond 2. In the rapid lighting pond 2, a flocculant is injected by the flocculant injector 7 to perform rapid lighting. Note that the injection of the flocculant is controlled. In the floc-forming pond 3, gentle drainage is carried out to grow fine flocs and form large flocs. The alkalinity A of the raw water flowing into the receiving well 1 is measured with an alkalinity meter 4 and input to the injection rate calculation circuit 11. Injection rate calculation circuit 1
1 determines the injection rate Q, according to the raw water alkalinity A, as described later. A false flow rate of raw water flowing into the rapid loss pond 2 from the landing well 1 is measured with a flow meter 5. Moreover, before flowing into the rapid fly azusa pond 2, an alkaline agent is injected by a three-alkaline agent injection machine 6. The alkalinity A2 of the flocculated water after the flocculant has been injected into the rapid light Azusa pond 2 is measured using an alkalinity meter 8, and the pH of the flocculated water is also measured using a pH meter 9. The injection rate calculation circuit 12 calculates the injection rate Q according to the pH of the coagulated water (=pH,).
3, and the injection rate calculation circuit 13 calculates the injection rate Q2 according to the coagulated water alkalinity A2. The maximum value selection circuit 14 selects the injection rate QI'Q2 obtained by the calculation circuits 11 to 13.
' The maximum injection rate Qma of q3. is selected and added to the injection amount calculation circuit 15. In this configuration, raw water into which an alkaline agent has been injected as described later is fed to the rapid toyo pond 2 while being injected with a flocculant.
この鷹拝により原水に含まれている濁質は凝集し微細な
フロツクを形成し、このフロックはフロック形成池3で
大きなフロックに成長する。フロツク形成池3から流出
した凝集水は図示しない沈澱池に導かれ成長したフロツ
クを沈澱除去された後に炉過池で炉過される。一方、ア
ルカリ剤の注入は次のようにして行われる。Due to this hawk worship, the suspended solids contained in the raw water coagulate to form fine flocs, and these flocs grow into large flocs in the floc formation pond 3. The flocculated water flowing out of the floc formation pond 3 is led to a sedimentation basin (not shown), where grown flocs are removed by sedimentation, and then filtered in a furnace basin. On the other hand, the alkaline agent is injected as follows.
注入率演算回路11はアルカリ度計4で測定した原水ア
ルカリ度A,を入力し、第2図に示す如く原水アルカリ
度んが規定値As,以上の場合には注入率Q,を零にし
、A.<As,のときには次式により注入率Q,を求め
る。The injection rate calculation circuit 11 inputs the raw water alkalinity A, measured by the alkalinity meter 4, and sets the injection rate Q to zero if the raw water alkalinity exceeds the specified value As, as shown in FIG. A. When <As, the injection rate Q is determined by the following equation.
q.=三更A 肌‘1’
K.:アルカリ剤を1柳注入したときのアルカリ度増加
分また、注入率演算回路13は第3図に示す如く凝集水
アルカリ度んが規定値As2以上であれば注入率Q2
は零で、ふくAS2になると次式により注入率Q2 を
求める。q. =Misara A Hada '1' K. :Increase in alkalinity when one alkaline agent is injected.Also, as shown in FIG.
is zero, and when AS2 is reached, the injection rate Q2 is determined by the following formula.
へ2−ん ……■
Q=−に−
さらに、注入率演算回路12は第4図に示すように凝集
水母が測定値pは以上であれば零で、規定値p比以下に
なると次式で示す注入率は3 を演算して出力する。Further, as shown in Fig. 4, the injection rate calculation circuit 12 calculates zero if the measured value p of the coagulated water mother is above, and if it is below the specified value p ratio, the injection rate calculation circuit 12 calculates the following equation. The injection rate shown as 3 is calculated and output.
Q3 =f(pH) ・・・…【3’
f:関数ここで、‘11〜‘31式における規定値As
,、As2、p比は良好にフロックが形成されたときの
原水アルカリ度、凝集水アルカリ度および凝集水pHの
最4・値である。Q3 = f (pH) ... [3'
f: Function Here, the specified value As in formulas '11 to '31
, , As2, p ratio is the maximum 4. value of raw water alkalinity, coagulated water alkalinity, and coagulated water pH when flocs are well formed.
これらの規定値は取水対象の河川水とこの河川の河底泥
(除去対象の濁質分)を用いて模擬原水を設定し、この
原水を使用したジャーテスト結果によって決定される。
本出願人が某浄水場に納入した薬品注入制御装置におい
ては規定値As,、AS2、p仏を下記のように設定し
ている。As・=IQ側A舷=5脚風
P比=6脚皿
また、‘31式における関数fは河川水の舟緩衝機能に
よって異なり理論的には求められず、模擬源水に基づい
てジャーテストによって決定される。These specified values are determined by setting a simulated raw water using the river water to be taken and the river bed mud (turbidity to be removed) from this river, and based on the results of a jar test using this raw water.
In a chemical injection control device that the present applicant delivered to a certain water purification plant, the specified values As, AS2, and p are set as follows. As = IQ side A side = 5 legs Wind P ratio = 6 legs plate Also, the function f in the '31 formula depends on the boat's buffering function of river water and cannot be determined theoretically, but is based on a jar test based on simulated source water. determined by
一例の特性としては第5図のようになる。第5図に示す
ようにPH=7近辺ではpHの変化量に対するアルカリ
剤注入変化量が大きくなる。pHが7より大きい方向あ
るいは小さい方向になる従いpH変化量に対するアルカ
リ剤注入変化量が小さくなる。An example of the characteristics is shown in FIG. As shown in FIG. 5, when pH is around 7, the amount of change in alkali injection relative to the amount of change in pH becomes large. As the pH becomes larger or smaller than 7, the amount of change in alkali injection relative to the amount of pH change becomes smaller.
換言すると一定量のアルカリ剤を注入したとすると、舟
が7より大きくあるいは小さくなるに従いpH変化割合
が大きくなる。関数fは以上のようにpH値によってp
H変化量に対するアルカリ剤注入変化量の変化するのを
考慮し、規定値p比に基づき決定される。さて、以上の
ようにして注入率演算回路11〜13で求めた注入率Q
, ,Q2,Q3の最大値選択回路14で比較し、最大
の注入率Qm蝿を注入量演算回路15に加える。In other words, if a certain amount of alkaline agent is injected, as the value becomes larger or smaller than 7, the rate of pH change increases. The function f is determined by the pH value as described above.
It is determined based on the specified value p ratio, taking into account that the amount of change in alkali injection changes with respect to the amount of change in H. Now, the injection rate Q obtained by the injection rate calculation circuits 11 to 13 as described above.
, , Q2, Q3 are compared in the maximum value selection circuit 14, and the maximum injection rate Qm is added to the injection amount calculation circuit 15.
注入量演算回路15は流量計5で測定した原水流量Qo
と注入率Qmaxを秦算しアルカリ剤注入量を求める。
アルカリ剤注入機6は演算回路から得られるアルカリ度
剤注入量に応じたアルカリ剤を注入する。以上のように
してアルカリ剤を注入するのであるが、原水アルカリ度
を規定値以上にするために注入するアルカリ剤は凝集水
アルカリ度および凝集水pHにも作用する。The injection amount calculation circuit 15 calculates the raw water flow rate Qo measured by the flowmeter 5.
and the injection rate Qmax to determine the amount of alkali agent to be injected.
The alkaline agent injector 6 injects an alkaline agent in accordance with the amount of alkalinity agent to be injected obtained from the arithmetic circuit. The alkaline agent is injected as described above, and the alkaline agent injected to increase the alkalinity of the raw water to a specified value or higher also acts on the alkalinity of the coagulated water and the pH of the coagulated water.
故に、原水アルカリ度、凝集水アルカリ度および凝集水
pHをそれぞれ規定値以上に維持するために必要なアル
カリ剤注入率のうち最大の値でアルカリ剤を注入するこ
とにより原水アルカリ度、凝集水アルカリ度および凝集
水pHのそれぞれを確実に規定値以上にすることができ
る。したがって、アルカリ剤の使用量が少なくて凝集剤
の凝集を良好に行わせることができる。〔発明の効果〕
ち久上説明したように、本発明によれば原水アルカリ度
、凝集水アルカリ度および凝集水pHのそれぞれを規定
値以上にするために演算したアルカリ剤注入率の最大の
ものによってアルカリ注入をしているので、凝集剤の凝
集を良好に行うために注入するアルカリ剤の使用量を低
減することができる。Therefore, raw water alkalinity, coagulated water alkalinity, and coagulated water alkalinity can be reduced by injecting the alkaline agent at the maximum value among the alkaline agent injection rates necessary to maintain the raw water alkalinity, coagulated water alkalinity, and coagulated water pH above the specified values, respectively. It is possible to ensure that both the temperature and the pH of the coagulated water are equal to or higher than the specified values. Therefore, the amount of alkali agent used is small and the flocculant can be flocculated well. 〔Effect of the invention〕
As explained above, according to the present invention, alkali is injected at the maximum calculated alkali agent injection rate in order to raise the alkalinity of raw water, the alkalinity of coagulated water, and the pH of coagulated water to the specified values or higher. Therefore, it is possible to reduce the amount of alkaline agent injected to achieve good aggregation of the flocculant.
なお、上述の実施例はアナログ制御の場合であるが、コ
ンピュータを用いてディジタル制御することもでき、簡
単に実現できるのは容易に理解されるところである。It should be noted that although the above-described embodiment is a case of analog control, it is easily understood that digital control using a computer is also possible and can be easily realized.
第1図は本発明の一実施例を示す構成図、第2図〜第5
図はそれぞれ第1図における注入率演算回路の特性図で
ある。
1・・・・・・着水井、2・・・・・・急速櫨梓池、3
・・・・・・フロック形成池、4,8・・・・・・アル
カリ度計、5・・・・・・流量計、9・・・・・・母計
、6・・・・・・アルカリ剤注入機、7・・・・・・凝
集剤注入機、11〜13・・・・・・注入率演算回賂、
14・・・・・・最大値選択回路、15・・・・・・注
入量演算回略。
多Z図
多3図
孝子図
劣/図
努J図Figure 1 is a configuration diagram showing one embodiment of the present invention, Figures 2 to 5
Each figure is a characteristic diagram of the injection rate calculation circuit in FIG. 1. 1... Water landing well, 2... Rapid Azusa Pond, 3
...Floc formation pond, 4,8 ...Alkalinity meter, 5 ...Flowmeter, 9 ...Main meter, 6 ... Alkaline agent injection machine, 7... Coagulant injection machine, 11-13... Injection rate calculation circuit,
14... Maximum value selection circuit, 15... Injection amount calculation circuit. Many Z drawings, many 3 drawings, Takako drawings, inferior figures, and Zutsumu J drawings.
Claims (1)
注入し原水中の濁質を凝集沈澱させる浄水設備において
、原水アルカリ度、凝集水アルカリ度および凝集水pH
のそれぞれがそれぞれに対し定めた規定値以上となるよ
うに前記原水アルカリ度、凝集水アルカリ度、凝集水p
Hからそれぞれアルカリ剤の注入率を求め、求められた
注入率の最大のアルカリ剤注入率に基づきアルカリ剤を
注入するようにしたことを特徴とする浄水設備の薬品注
入制御方法。1 In water purification equipment that injects an alkaline agent into the raw water taken and then injects a coagulant to coagulate and precipitate the suspended matter in the raw water, the raw water alkalinity, coagulated water alkalinity, and coagulated water pH are
The raw water alkalinity, flocculated water alkalinity, and flocculated water p are adjusted so that each of them exceeds the specified value.
1. A chemical injection control method for water purification equipment, characterized in that the injection rate of the alkali agent is determined from H, and the alkali agent is injected based on the maximum alkali agent injection rate among the determined injection rates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7436680A JPS6014602B2 (en) | 1980-06-04 | 1980-06-04 | Chemical injection control method for water purification equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7436680A JPS6014602B2 (en) | 1980-06-04 | 1980-06-04 | Chemical injection control method for water purification equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS571409A JPS571409A (en) | 1982-01-06 |
| JPS6014602B2 true JPS6014602B2 (en) | 1985-04-15 |
Family
ID=13545082
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7436680A Expired JPS6014602B2 (en) | 1980-06-04 | 1980-06-04 | Chemical injection control method for water purification equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6014602B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60172517A (en) * | 1984-02-20 | 1985-09-06 | Toray Ind Inc | Extrusion molding method and apparatus for high polymer sheet-shaped matter |
| JPS60220114A (en) * | 1984-04-13 | 1985-11-02 | Mitsubishi Electric Corp | Treatment of water |
| KR100821667B1 (en) | 2006-07-19 | 2008-04-11 | 한국과학기술연구원 | Coagulant injection device and method for water treatment |
-
1980
- 1980-06-04 JP JP7436680A patent/JPS6014602B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS571409A (en) | 1982-01-06 |
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