JPH04358596A - Chlorine injection controlling apparatus - Google Patents
Chlorine injection controlling apparatusInfo
- Publication number
- JPH04358596A JPH04358596A JP21964991A JP21964991A JPH04358596A JP H04358596 A JPH04358596 A JP H04358596A JP 21964991 A JP21964991 A JP 21964991A JP 21964991 A JP21964991 A JP 21964991A JP H04358596 A JPH04358596 A JP H04358596A
- Authority
- JP
- Japan
- Prior art keywords
- chlorine
- flow rate
- chlorine injection
- injection
- target value
- 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
Landscapes
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は、浄水場の塩素注入プロ
セスに用いられる、特に原水流量の変動を考慮した塩素
注入制御装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a chlorine injection control device used in a chlorine injection process at a water purification plant, which takes into account fluctuations in the flow rate of raw water.
【0002】0002
【従来の技術】一般に浄水場における塩素注入プロセス
の制御方法としては、前塩素注入プロセスと中塩素注入
プロセスが知られている。前者の前塩素注入プロセス制
御方法は急速攪拌池流入流量(原水流入量)に対する塩
素注入比率一定制御を行なうものであり、また後者の中
塩素注入プロセス制御方法は沈澱池で沈澱物を除去した
後混和池に流入する総ろ過流量(原水流入量)に対する
塩素注入比率一定制御を行なうものである。いずれの制
御方法も原水流入量に対してある設定された比率の塩素
量を注入して攪拌し、残留塩素濃度をある値に制御する
ものであり、主として原水の前段階での消毒に用いられ
る。2. Description of the Related Art In general, pre-chlorine injection processes and intermediate chlorine injection processes are known as methods for controlling chlorine injection processes in water purification plants. The former pre-chlorine injection process control method is to control the chlorine injection ratio constant to the rapid stirring tank inflow flow rate (raw water inflow rate), and the latter intermediate chlorine injection process control method is to control the chlorine injection rate after removing sediment in the sedimentation tank. This is to control the chlorine injection ratio to be constant with respect to the total filtration flow rate (raw water inflow rate) flowing into the mixing basin. Both control methods involve injecting and stirring a set amount of chlorine to the inflow of raw water to control the residual chlorine concentration to a certain value, and are mainly used for disinfecting raw water in the preliminary stage. .
【0003】図4は、従来の前塩素注入制御装置の一例
を示す系統図であり、前塩素注入率設定値(目標値)r
1 は外部から、例えばオペレータの手動設定などによ
って設定される。従来の前塩素注入制御装置3では前塩
素注入制御部3aによって前塩素の注入対象流量である
急速攪拌池流入流量Qを計測し、この流量Qと前塩素注
入率設定値r1 とから前塩素注入量目標値qref1
を次の(1) 式を用いて計算し、これを注入機の注入
量目標値として決定し塩素注入機6に対して出力する。
qref1=r1 ×Q ……(1)塩素注入機6で
は、前塩素注入目標値qref1に対して塩素注入機出
口の塩素注入量(計測値)q1 がq1 =qref1
……(2)
となるように、フィードバック制御を実行する。すなわ
ち、従来の前塩素注入量制御では、塩素注入機出口の塩
素注入量q1 が注入対象流量に対して設定注入比率に
なるような注入比率一定制御が行われている。FIG. 4 is a system diagram showing an example of a conventional pre-chlorine injection control device, in which the pre-chlorine injection rate set value (target value) r
1 is set externally, for example, by manual setting by an operator. In the conventional pre-chlorine injection control device 3, the pre-chlorine injection control unit 3a measures the rapid stirring pond inflow flow rate Q, which is the target flow rate for pre-chlorine injection, and performs the pre-chlorine injection based on this flow rate Q and the pre-chlorine injection rate set value r1. Quantity target value qref1
is calculated using the following equation (1), and this is determined as the injection amount target value of the injection machine and output to the chlorine injection machine 6. qref1=r1×Q... (1) In the chlorine injection machine 6, the chlorine injection amount (measured value) q1 at the chlorine injection machine outlet is q1 = qref1 with respect to the previous chlorine injection target value qref1
...(2) Feedback control is executed so that the following is true. That is, in the conventional pre-chlorine injection amount control, injection ratio constant control is performed such that the chlorine injection amount q1 at the outlet of the chlorine injection machine becomes a set injection ratio with respect to the injection target flow rate.
【0004】しかしながら、塩素注入量を演算決定する
従来の前塩素注入プロセスでは、塩素注入機出口側から
前塩素注入点までの輸送遅れ時間が問題になる。この輸
送遅れ時間をτ1 [時間]とすると、前塩素注入点で
の塩素注入量q2 は、塩素注入機出口での注入量q1
からτ1[時間]遅れて変化するので、q1 とq2
との間には時間tの関数として次式
q2 (t) =q1 (t−τ1 ) ……(3)
が成立する。したがって、注入対象流量Qに対して実注
入量はq2 (t) 、すなわちq1 (t−τ1 )
となり、注入対象流量Qが変化したとき、輸送時間遅れ
τ1 [時間]による注入比率の変化が生ずる。However, in the conventional pre-chlorine injection process in which the amount of chlorine injection is calculated and determined, there is a problem in the transportation delay time from the chlorine injection machine outlet side to the pre-chlorine injection point. If this transportation delay time is τ1 [hours], the amount of chlorine injected q2 at the pre-chlorine injection point is the amount q1 injected at the outlet of the chlorine injection machine.
Since it changes with a delay of τ1 [time] from q1 and q2
As a function of time t, the following equation q2 (t) = q1 (t-τ1) ...(3)
holds true. Therefore, for the injection target flow rate Q, the actual injection amount is q2 (t), that is, q1 (t-τ1)
Therefore, when the injection target flow rate Q changes, the injection ratio changes due to the transport time delay τ1 [time].
【0005】また、図9は、従来の中塩素注入制御装置
の一例を示す系統図であり、中塩素注入率設定値r3
は外部から、例えばオペレータの手動設定などによって
設定される。従来の中塩素注入制御装置4では中塩素注
入制御部4aによって中塩素の注入対象流量である総ろ
過流量Q2 を計測し、この流量Q2 と中塩素注入率
設定値r3 とから中塩素注入量目標値qref3を次
の(4) 式を用いて計算し、これを塩素注入機の注入
量目標値として決定し、塩素注入機6に対して出力する
。FIG. 9 is a system diagram showing an example of a conventional medium chlorine injection control device, in which the medium chlorine injection rate setting value r3
is set externally, for example, by manual setting by an operator. In the conventional medium chlorine injection control device 4, the medium chlorine injection control unit 4a measures the total filtration flow rate Q2, which is the flow rate to be injected with medium chlorine, and determines the target medium chlorine injection amount from this flow rate Q2 and the medium chlorine injection rate setting value r3. The value qref3 is calculated using the following equation (4), determined as the injection amount target value of the chlorine injection machine, and outputted to the chlorine injection machine 6.
【0006】qref3=r3 ×Q2 ……(4
)塩素注入機6では、塩素注入目標値qref3に対し
て塩素注入機出口の塩素注入量計測値q3 がq3 =
qref3 ……(5)
となるように、フィードバック制御を実行する。すなわ
ち、従来の中塩素注入量制御では、塩素注入機出口注入
量q3 が注入対象流量に対して設定注入比率になるよ
うな注入比率一定制御が行われている。[0006]qref3=r3×Q2...(4
) In the chlorine injection machine 6, the measured value q3 of the chlorine injection amount at the chlorine injection machine outlet is q3 =
Feedback control is performed so that qref3...(5). That is, in the conventional intermediate chlorine injection amount control, injection ratio constant control is performed such that the injection amount q3 at the outlet of the chlorine injection machine becomes a set injection ratio with respect to the injection target flow rate.
【0007】しかしながら、塩素注入量を演算決定する
従来の中塩素注入プロセスでは、塩素注入機出口側から
中塩素注入点までの輸送遅れ時間が問題になる。この輸
送遅れ時間をτ2 [時間]とすると、中塩素注入点で
の塩素注入量q4 は、塩素注入機出口での注入量q3
からτ2[時間]遅れて変化するので、q3 とq4
との間には時間tの関数として次式
q4 (t) =q3 (t−τ2 ) ……(6)
が成立する。したがって、注入対象流量(総ろ過流量)
Q2 に対して実注入量はq4 (t) 、すなわちq
3 (t−τ2 )となり、注入対象流量Q2 が変化
したとき、輸送時間遅れτ2 [時間]による注入比率
の変化が生ずる。However, in the conventional medium chlorine injection process in which the amount of chlorine to be injected is determined by calculation, there is a problem in the transportation delay time from the chlorine injection machine outlet side to the medium chlorine injection point. If this transportation delay time is τ2 [hours], the amount of chlorine injected q4 at the medium chlorine injection point is the amount q3 injected at the outlet of the chlorine injection machine.
Since it changes with a delay of τ2 [time] from q3 and q4
As a function of time t, the following equation q4 (t) = q3 (t-τ2) ...(6)
holds true. Therefore, the flow rate to be injected (total filtration flow rate)
The actual injection amount for Q2 is q4 (t), that is, q
3 (t-τ2), and when the injection target flow rate Q2 changes, the injection ratio changes due to the transport time delay τ2 [time].
【0008】[0008]
【発明が解決しようとする課題】ところで、図4の前塩
素注入系統図において、前塩素対象流量が変化したとき
の前塩素注入量制御装置の各計測値の時間的変化の一例
を図5に示す。前塩素注入率目標値(設定値)r1 が
グラフ(a) に示すように時間tに対して一定で、前
塩素注入対象流量(急速攪拌池流入流量)Qがグラフ(
b) に示すように変化したとすると、従来の前塩素注
入量制御装置では、(1) 式による制御目標値qre
f1を出力するので、前記(2) 式に従って塩素注入
機出口側の塩素注入量q1 はグラフ(c) に示すよ
うに変化する。ここで、塩素注入機出口側から前塩素注
入点8までにはτ1 [時間]の輸送遅れ時間がかかる
ので、前塩素注入点8での塩素注入量q2 はグラフ(
d) に示すように変化する。[Problems to be Solved by the Invention] By the way, in the pre-chlorine injection system diagram shown in FIG. 4, FIG. 5 shows an example of temporal changes in each measured value of the pre-chlorine injection amount control device when the pre-chlorine target flow rate changes. show. The pre-chlorine injection rate target value (set value) r1 is constant with respect to time t as shown in graph (a), and the pre-chlorine injection target flow rate (rapid stirring pond inflow flow rate) Q is as shown in graph (a).
b) Assuming that the amount changes as shown in (1), in the conventional pre-chlorine injection amount control device, the control target value qre is determined by equation (1).
Since f1 is output, the amount of chlorine injected q1 at the outlet of the chlorine injection machine changes as shown in graph (c) according to equation (2) above. Here, since there is a transportation delay time of τ1 [hours] from the chlorine injection machine outlet side to the pre-chlorine injection point 8, the chlorine injection amount q2 at the pre-chlorine injection point 8 is calculated by the graph (
d) changes as shown in .
【0009】この結果、前塩素注入点8での実行注入率
r2 =q2 /Q ……(7)
はグラフ(e) のように変化する。すなわち、従来の
前塩素注入制御装置では、前塩素注入率設定値r1 が
一定であっても、実際の前塩素注入点8での前塩素実効
注入率r2 は一定とはならず、急速攪拌池流入量の変
化と共に注入遅れ時間τ1 だけ変動する。このため沈
殿池での残留塩素濃度が変動し、浄水水処理過程での外
乱となって沈澱池以降の浄水水処理工程に影響を与え、
これによって生産している浄水の水質が変動するという
問題がある。As a result, the effective injection rate r2 = q2 /Q (7) at the pre-chlorine injection point 8 changes as shown in graph (e). In other words, in the conventional pre-chlorine injection control device, even if the pre-chlorine injection rate set value r1 is constant, the actual pre-chlorine effective injection rate r2 at the pre-chlorine injection point 8 is not constant; The injection delay time τ1 changes as the inflow rate changes. As a result, the residual chlorine concentration in the settling tank fluctuates, causing disturbance in the purified water treatment process and affecting the purified water treatment process after the settling tank.
This poses a problem in that the quality of the purified water being produced fluctuates.
【0010】一方、図9の中塩素注入系統図において、
中塩素対象流量が変化したときの中塩素注入量制御装置
の各計測値の時間的変化の一例を図10に示す。中塩素
注入率目標値(設定値)r3 がグラフ(a) に示す
ように時間tに対して一定で、中塩素注入対象流量(総
ろ過流量)Qがグラフ(b) に示すように変化したと
すると、従来の中塩素注入量制御装置では(4) 式に
よる制御目標値qref3を出力するので、(5) 式
に従って塩素注入機出口側の中塩素注入量q3 はグラ
フ(c) に示すように変化する。ここで、塩素注入機
出口側から中塩素注入点9までにはτ2 [時間]の輸
送遅れ時間がかかるので、中塩素注入点9での塩素注入
量q4 はグラフ(d) に示すように変化する。On the other hand, in the medium chlorine injection system diagram in FIG.
FIG. 10 shows an example of a temporal change in each measurement value of the medium chlorine injection amount control device when the medium chlorine target flow rate changes. The medium chlorine injection rate target value (set value) r3 was constant over time t as shown in graph (a), and the medium chlorine injection target flow rate (total filtration flow rate) Q changed as shown in graph (b). Then, since the conventional medium chlorine injection amount control device outputs the control target value qref3 according to equation (4), the medium chlorine injection amount q3 at the chlorine injection machine outlet side is calculated as shown in graph (c) according to equation (5). Changes to Here, since there is a transportation delay time of τ2 [hours] from the chlorine injection machine outlet side to the medium chlorine injection point 9, the chlorine injection amount q4 at the medium chlorine injection point 9 changes as shown in graph (d). do.
【0011】この結果、中塩素注入点9での実行注入率
r4 =q4 /Q ……(8)
はグラフ(e) のように変化する。すなわち、従来の
中塩素注入制御装置では、中塩素注入率r3 が一定で
あっても、実際の中塩素注入点9での実効注入率r4
は一定とはならず、総ろ過流量の変化と共に注入遅れ時
間τ2 だけ変動する。このため、ろ過池での残留塩素
濃度が変動し、浄水水処理過程での外乱となってろ過池
以降の浄水水処理工程に影響を与え、これによって生産
している浄水の水質が変動するという問題がある。As a result, the effective injection rate r4 = q4 /Q (8) at the intermediate chlorine injection point 9 changes as shown in graph (e). That is, in the conventional medium chlorine injection control device, even if the medium chlorine injection rate r3 is constant, the effective injection rate r4 at the actual medium chlorine injection point 9 is
is not constant, but varies by the injection delay time τ2 as the total filtration flow rate changes. As a result, the residual chlorine concentration in the filtration basin fluctuates, causing a disturbance in the purified water treatment process and affecting the water treatment process after the filtration basin, which in turn causes fluctuations in the quality of the purified water being produced. There's a problem.
【0012】本発明は、前述した従来の前塩素注入制御
装置または中塩素注入制御装置で生ずる問題を解消する
ためになされたもので、急攪流入流量または総ろ過流量
が変化した場合の塩素実効注入率の変動を小さくした塩
素注入制御装置を提供することを目的とするものである
。The present invention was made in order to solve the problems that occur with the conventional pre-chlorine injection control device or intermediate chlorine injection control device described above, and it is possible to reduce the effective chlorine effect when the rapid agitation inflow flow rate or the total filtration flow rate changes. The object of the present invention is to provide a chlorine injection control device that reduces fluctuations in injection rate.
【0013】[0013]
【課題を解決するための手段】上記目的を達成するため
に、本発明は、塩素注入対象となる原水の流量を目標値
に対応して制御する流量制御部と塩素注入機から前記原
水に注入される塩素の注入量を当該原水の流量と所定の
注入比率とから算出した注入量目標値に対応して制御す
る塩素注入制御部を備えた浄水場プロセスにおける塩素
注入制御装置において、前記原水の流量目標値の変更を
検出し、新しい流量目標値を、前記塩素の注入機から原
水への注入点までの塩素輸送時間だけ遅らせて前記原水
の流量目標値として出力すると共に、前記新しい流量目
標値を前記塩素注入量目標値の演算用入力として直ちに
出力し、塩素注入量目標値を直ちに変更させる目標値制
御部を備えたことを特徴とするものである。そして、急
速攪拌池に流入する原水を塩素注入対象とする前塩素注
入においては、この原水に注入される塩素の注入量を当
該原水の流量と所定の注入比率とから算出した注入量目
標値に対応して制御する前塩素注入制御部を備えている
おり、また沈殿池で沈殿物を除去した後の原水を塩素注
入対象とする中塩素注入においては、この原水に注入さ
れる塩素の注入量を当該原水の流量と所定の注入比率と
から算出した注入量目標値に対応して制御する中塩素注
入制御部を備えている。[Means for Solving the Problems] In order to achieve the above object, the present invention includes a flow rate control section that controls the flow rate of raw water to be chlorinated in accordance with a target value, and a chlorine injection machine that injects the raw water into the raw water. In a chlorine injection control device for a water treatment plant process, the chlorine injection control device for a water treatment plant process is equipped with a chlorine injection control unit that controls the injection amount of chlorine in accordance with a target injection amount calculated from the flow rate of the raw water and a predetermined injection ratio. detecting a change in the flow rate target value, outputting the new flow rate target value as the raw water flow target value after delaying the chlorine transport time from the chlorine injection machine to the raw water injection point, and outputting the new flow rate target value as the raw water target flow value. The present invention is characterized by comprising a target value control section that immediately outputs the chlorine injection amount target value as an input for calculation of the chlorine injection amount target value and immediately changes the chlorine injection amount target value. In pre-chlorine injection, where the raw water flowing into the rapid stirring pond is the subject of chlorine injection, the amount of chlorine injected into this raw water is adjusted to the injection amount target value calculated from the flow rate of the raw water and a predetermined injection ratio. It is equipped with a pre-chlorine injection control unit that controls the amount of chlorine injected into the raw water. The medium chlorine injection control unit controls the amount of chlorine according to a target injection amount calculated from the flow rate of the raw water and a predetermined injection ratio.
【0014】[0014]
【作用】したがって、本発明によれば、塩素注入におけ
る塩素の輸送遅れ時間による塩素実効注入率の変動を防
止することができるので、浄水の水質を均一にすること
ができる。Therefore, according to the present invention, it is possible to prevent fluctuations in the effective chlorine injection rate due to the chlorine transport delay time during chlorine injection, so that the quality of purified water can be made uniform.
【0015】[0015]
【実施例】本発明の実施例を図を参照して説明する。図
1は本発明の一実施例である前塩素注入制御装置の系統
図である。同図において、前塩素注入制御装置3には、
図4に示す従来の前塩素注入制御装置の場合と同じ前塩
素注入制御部3aの他に急速攪拌池目標値制御部3bが
設けられている。[Embodiment] An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a system diagram of a pre-chlorine injection control device which is an embodiment of the present invention. In the figure, the pre-chlorine injection control device 3 includes:
In addition to the same pre-chlorine injection control section 3a as in the conventional pre-chlorine injection control device shown in FIG. 4, a rapid stirring pond target value control section 3b is provided.
【0016】この急速攪拌池目標値制御部3bは急速攪
拌池流入流量目標値Qが常時入力されており、この目標
値Qの変更を検出すると、先ず前塩素注入制御部3bに
対して急攪流入流量目標値変更信号31を出力する。前
塩素注入制御部3aは急攪流入流量目標値変更信号31
に応じて、前記(1)式における急攪流入流量計測値Q
を、急攪池目標値制御部3bから出力された急攪流入流
量目標値Q1 に切り換えて(1) 式の演算を行い、
注入量目標値qref1を算出して直ちに前塩素注入量
の制御を行う。The rapid stirring pond target value control section 3b is always inputted with the rapid stirring pond inflow flow rate target value Q, and when a change in this target value Q is detected, the rapid stirring pond is first injected into the pre-chlorine injection control section 3b. An inflow flow rate target value change signal 31 is output. The pre-chlorine injection control section 3a outputs a rapid stirring inflow flow rate target value change signal 31.
According to the above equation (1), the measured value Q of the rapid agitation inflow flow rate
is switched to the rapid agitation inflow flow rate target value Q1 outputted from the rapid agitation basin target value control unit 3b, and the calculation of equation (1) is performed,
Immediately after calculating the injection amount target value qref1, the pre-chlorine injection amount is controlled.
【0017】一方、急速攪拌池目標値制御部3bは急攪
流量目標値変更時から注入機の塩素輸送遅れ時間τ1
後に急攪流入流量目標値を現在のQ0 から変更後のQ
1 とし、急攪流入流量調節弁を介して流量制御を行う
。On the other hand, the rapid stirring pond target value control section 3b controls the chlorine transport delay time τ1 of the injector from the time of changing the rapid stirring flow rate target value.
Q after changing the target value of rapid agitation inflow flow rate from the current Q0
1, and the flow rate is controlled via the rapid agitation inflow flow rate control valve.
【0018】次に、前塩素注入制御部3aに対する急攪
流入流量目標値変更信号31がリセットされ、前塩素注
入制御部3aは急攪流入流量計測値Q1 を入力とする
通常の制御に復帰する。Next, the rapid agitation inflow flow rate target value change signal 31 for the pre-chlorine injection control section 3a is reset, and the pre-chlorine injection control section 3a returns to normal control using the rapid agitation inflow flow rate measurement value Q1 as input. .
【0019】図2は本発明による前塩素注入制御を行っ
たときの各計測値を示すグラフであり、グラフ(a)
に示すように前塩素注入率設定値(目標値)r1 が一
定であった場合、グラフ(b) に示す▽印の時点t0
に急攪流入流量目標値がQ0 からQ1 に変更され
ると、図1の前塩素注入制御部3aへ入力される急攪流
入流量目標値がQ0 からQ1 に直ちに切り換えられ
、前塩素注入量目標値qref1は前記(1) 式に対
応してqref1=r1 ×Q1 ……(9)とな
り、実際の流量がQ0 であるのにかかわらず目標値Q
1 を用いて演算され、前塩素注入量q1 はグラフ(
c) のようになる。FIG. 2 is a graph showing each measured value when pre-chlorine injection control according to the present invention is performed, and graph (a)
If the pre-chlorine injection rate setting value (target value) r1 is constant as shown in graph (b), the time t0 marked with ▽ in graph (b)
When the rapid agitation inflow flow rate target value is changed from Q0 to Q1, the rapid agitation inflow flow rate target value input to the pre-chlorine injection control section 3a in FIG. 1 is immediately switched from Q0 to Q1, and the pre-chlorine injection amount target The value qref1 corresponds to equation (1) above, and becomes qref1=r1 ×Q1 (9), so that the target value Q is achieved even though the actual flow rate is Q0.
1, and the pre-chlorine injection amount q1 is calculated using the graph (
c) It becomes like this.
【0020】注入機出口の前塩素注入量q1 に対して
実際の注入点での注入量q2 は、前記(3) 式に示
すように輸送時間遅れτ1 時間だけ遅れ、グラフ(d
) に示すように変化する。この場合、急攪流入流量目
標値がQ1 に設定変更された時点t0 ではまだ急速
攪拌池流入流量Qは変更されず、時間τ1 だけ遅れて
変更されるので(グラフ(b) の点線部)、グラフ(
b) とグラフ(d) とから求められる前塩素実効注
入率r2 はグラフ(e) に示すように一定値となる
。すなわち、急攪流入流量目標値が設定変更された時点
t0 から、塩素注入輸送遅れ時間τ1 後に実際の急
速攪拌池流入流量がQ1 に変更されるので、時点t0
で直ちに注入された塩素注入量が対象流量Q1 に対
して適時に注入されることになり、グラフ(d) で示
す注入点での注入量q2 とグラフ(b) の点線で示
す対象流量とがマッチングして、前塩素実効注入率r2
にはグラフ(e) に示すように変動を生じない。な
お、図3は既に説明した前塩素注入制御部3aと急速攪
拌池目標値制御部3bとの機能構成を分かり易く示した
機能構成図である。The actual injection amount q2 at the injection point is delayed by the transport time delay τ1 time relative to the pre-chlorine injection amount q1 at the injection machine outlet, as shown in equation (3) above, and the graph (d
). In this case, at time t0 when the rapid stirring inflow target value is changed to Q1, the rapid stirring pond inflow flow Q is not changed yet, but is changed after a delay of time τ1 (dotted line in graph (b)). graph(
The effective pre-chlorine injection rate r2 determined from b) and graph (d) is a constant value as shown in graph (e). In other words, the actual rapid stirring pond inflow flow rate is changed to Q1 after the chlorine injection transport delay time τ1 from the time t0 when the rapid stirring inflow target value is changed, so that the actual rapid stirring pond inflow flow rate is changed to Q1.
The amount of chlorine injected immediately at the injection point is injected in a timely manner to the target flow rate Q1, and the injection amount q2 at the injection point shown in graph (d) and the target flow rate shown by the dotted line in graph (b) are By matching, the effective pre-chlorine injection rate r2
There is no fluctuation as shown in graph (e). Note that FIG. 3 is a functional configuration diagram showing in an easy-to-understand manner the functional configurations of the pre-chlorine injection control section 3a and the rapid stirring basin target value control section 3b, which have already been described.
【0021】図6は本発明の他の実施例である中塩素注
入制御装置の系統図である。同図において、中塩素注入
制御装置4には、既に説明した図9に示す従来の中塩素
注入制御装置の場合と同じ中塩素注入制御部4aの他に
総ろ過流量目標値制御部4bが設けられている。FIG. 6 is a system diagram of a medium chlorine injection control device which is another embodiment of the present invention. In the figure, a medium chlorine injection control device 4 is provided with a total filtration flow rate target value control section 4b in addition to a medium chlorine injection control section 4a, which is the same as in the case of the conventional medium chlorine injection control device shown in FIG. 9, which has already been explained. It is being
【0022】この総ろ過流量目標値制御部4bは総ろ過
流量目標値Qが常時入力されており、この目標値Qの変
更を検出すると、先ず中塩素注入制御部4aに対して総
ろ過流量目標値変更信号41を出力する。中塩素注入制
御部4aは総ろ過流量目標値変更信号41に応じて、前
記(4) 式における総ろ過流量計測値Q2 を、総ろ
過流量目標値制御部4bから出力された総ろ過流量目標
値Q3 に切り換えて(4) 式の演算を行い、注入量
目標値qref3を算出して直ちに中塩素注入量の制御
を行う。The total filtration flow rate target value control unit 4b is always inputted with the total filtration flow rate target value Q, and when a change in this target value Q is detected, first the total filtration flow rate target value is set to the intermediate chlorine injection control unit 4a. A value change signal 41 is output. In response to the total filtration flow rate target value change signal 41, the medium chlorine injection control unit 4a converts the total filtration flow rate measurement value Q2 in the above equation (4) into the total filtration flow rate target value output from the total filtration flow rate target value control unit 4b. Q3 and calculates the formula (4) to calculate the injection amount target value qref3 and immediately control the medium chlorine injection amount.
【0023】一方、総ろ過流量目標値制御部4bは総ろ
過流量目標値変更時から注入機の塩素輸送遅れ時間τ2
後に総ろ過流量目標値を現在のQ2 から変更後のQ
3 とし、総ろ過流量調節弁を介して流量制御を行う。
次に、中塩素注入制御部4aに対する総ろ過流量目標値
変更信号41がリセットされ、中塩素注入機制御部4a
は総ろ過流量計測値Q3 を入力とする通常の制御に復
帰する。On the other hand, the total filtration flow rate target value control unit 4b controls the chlorine transport delay time τ2 of the injector from the time of changing the total filtration flow rate target value.
After changing the total filtration flow rate target value from the current Q2
3, and the flow rate is controlled via the total filtration flow rate control valve. Next, the total filtration flow rate target value change signal 41 for the medium chlorine injection control section 4a is reset, and the medium chlorine injection machine control section 4a
returns to normal control using the total filtration flow rate measurement value Q3 as input.
【0024】図7は本発明による中塩素注入制御を行っ
たときの各計測値を示すグラフであり、グラフ(a)
に示すように中塩素注入率設定値(目標値)r3 が一
定であった場合、グラフ(b) に示す▽印の時点t0
に総ろ過流量目標値QがQ2 からQ3 に変更され
ると、図6の中塩素注入制御部4aへ入力される総ろ過
流量QがQ2 からQ3 に直ちに切り換えられ、中塩
素注入量目標値qref3は、前記演算式(4) に対
応して
qref3=r3 ×Q3 ……(10)となり、
実際の流量がQ2 であるのにかかわらず目標値Q3
を用いて演算され、前塩素注入量q3 はグラフ(c)
のようになる。FIG. 7 is a graph showing each measured value when medium chlorine injection control according to the present invention is performed, and graph (a)
If the medium chlorine injection rate set value (target value) r3 is constant as shown in graph (b), the time point t0 marked with ▽ in graph (b)
When the total filtration flow rate target value Q is changed from Q2 to Q3, the total filtration flow rate Q input to the medium chlorine injection control unit 4a in FIG. 6 is immediately switched from Q2 to Q3, and the medium chlorine injection amount target value qref3 is changed. Corresponding to the above calculation formula (4), qref3=r3×Q3...(10),
Target value Q3 even though the actual flow rate is Q2
The pre-chlorine injection amount q3 is calculated using graph (c)
become that way.
【0025】注入機出口注入量q3 に対して実際の注
入点での注入量q4 は、前記(6) 式に示すように
輸送時間遅れτ2 時間だけ遅れ、グラフ(d) に示
すように変化する。この場合、総ろ過流量目標値がQ3
に設定変更された時点t0 では、まだ総ろ過流量Q
2 は変更されず、時間τ2 だけ遅れて変更されるの
で(グラフ(b) の点線部)、グラフ(b) とグラ
フ(d)とから求められる中塩素実効注入率r4 はグ
ラフ(e) に示すように一定値となる。すなわち、総
ろ過流量目標値が設定変更された時点t0 から、塩素
注入輸送遅れ時間τ2 時間後に実際の総ろ過流量がQ
3 に変更されるので、時点t0 で直ちに注入された
塩素注入量が対象流量Q3 に対して適時に注入される
ことになり、グラフ(d) で示す注入点での注入量q
4 とグラフ(b) の点線で示す対象流量とがマッチ
ングして、中塩素実効注入率r4 にはグラフ(e)
に示すように変動を生じない。なお、図8は既に説明し
た図6における中塩素注入制御部4aと総ろ過流量目標
値制御部4bとの機能構成を分かり易く示した機能構成
図である。The actual injection amount q4 at the injection point relative to the injection amount q3 at the injection machine outlet is delayed by the transport time delay τ2 time as shown in equation (6) above, and changes as shown in graph (d). . In this case, the total filtration flow rate target value is Q3
At the time t0 when the setting is changed to , the total filtration flow rate Q is still
2 is not changed and is changed after a delay of time τ2 (dotted line in graph (b)), so the effective medium chlorine injection rate r4 determined from graph (b) and graph (d) is shown in graph (e). As shown, it becomes a constant value. In other words, the actual total filtration flow rate will be Q
3, the amount of chlorine injected immediately at time t0 is injected in a timely manner for the target flow rate Q3, and the amount of chlorine injected at the injection point shown in graph (d) is q.
4 and the target flow rate shown by the dotted line in graph (b) match, and the effective medium chlorine injection rate r4 is as shown in graph (e).
No fluctuation occurs as shown in . In addition, FIG. 8 is a functional configuration diagram showing in an easy-to-understand manner the functional configurations of the medium chlorine injection control section 4a and the total filtration flow rate target value control section 4b in FIG. 6, which have already been described.
【0026】[0026]
【発明の効果】以上説明したように、本発明の塩素注入
制御装置によれば、従来の塩素注入機において輸送時間
遅れのために塩素注入対象流量が変化したときに発生し
ていた塩素注入率の変動が防止され、塩素の実効注入率
を一定にすることができる。従って、従来、塩素注入対
象流量を変更したときに問題となった塩素注入率の変動
による残留塩素濃度の変動という外乱をなくすことがで
きるので、浄水処理を安定した水質で行うことが可能に
なるという優れた効果を奏する。As explained above, according to the chlorine injection control device of the present invention, the chlorine injection rate that occurs when the flow rate of chlorine injection target changes due to transport time delay in conventional chlorine injection machines can be reduced. Fluctuations in chlorine are prevented, and the effective injection rate of chlorine can be kept constant. Therefore, it is possible to eliminate the disturbance of fluctuations in the residual chlorine concentration due to fluctuations in the chlorine injection rate, which conventionally caused problems when changing the target flow rate for chlorine injection, making it possible to perform water purification treatment with stable water quality. It has this excellent effect.
【図1】本発明の一実施例である前塩素注入制御装置の
系統図。FIG. 1 is a system diagram of a pre-chlorine injection control device that is an embodiment of the present invention.
【図2】本発明による前塩素注入制御装置の動作を示す
タイムチャート。FIG. 2 is a time chart showing the operation of the pre-chlorine injection control device according to the present invention.
【図3】本発明による前塩素注入制御装置の機能構成を
示す図。FIG. 3 is a diagram showing the functional configuration of a pre-chlorination injection control device according to the present invention.
【図4】従来の前塩素注入制御装置の一例を示す系統図
。FIG. 4 is a system diagram showing an example of a conventional pre-chlorine injection control device.
【図5】従来の前塩素注入制御装置の動作を示すタイム
チャート。FIG. 5 is a time chart showing the operation of a conventional pre-chlorine injection control device.
【図6】本発明の他の実施例である中塩素注入制御装置
の系統図。FIG. 6 is a system diagram of a medium chlorine injection control device which is another embodiment of the present invention.
【図7】本発明による中塩素注入制御装置の動作を示す
タイムチャート。FIG. 7 is a time chart showing the operation of the intermediate chlorine injection control device according to the present invention.
【図8】本発明による中塩素注入制御装置の機能構成を
示す図。FIG. 8 is a diagram showing the functional configuration of a medium chlorine injection control device according to the present invention.
【図9】従来の中塩素注入制御装置の一例を示す系統図
。FIG. 9 is a system diagram showing an example of a conventional intermediate chlorine injection control device.
【図10】従来の中塩素注入制御装置の動作を示すタイ
ムチャート。FIG. 10 is a time chart showing the operation of a conventional intermediate chlorine injection control device.
3…前塩素注入制御装置、3a…前塩素注入制御部、3
b…目標値制御部、4…中塩素注入制御装置、4a…中
塩素注入制御部、4b…目標値制御部、6…塩素注入機
、8…前塩素注入点、9…中塩素注入点、31…急攪流
入量目標値変更信号、41…総ろ過流量目標値変更信号
。3... Pre-chlorine injection control device, 3a... Pre-chlorine injection control section, 3
b... Target value control unit, 4... Medium chlorine injection control device, 4a... Medium chlorine injection control unit, 4b... Target value control unit, 6... Chlorine injection machine, 8... Pre-chlorine injection point, 9... Medium chlorine injection point, 31... Rapid stirring inflow target value change signal, 41... Total filtration flow rate target value change signal.
Claims (3)
値に対応して制御する流量制御部と塩素注入機から前記
原水に注入される塩素の注入量を当該原水の流量と所定
の注入比率とから算出した注入量目標値に対応して制御
する塩素注入制御部を備えた浄水場プロセスにおける塩
素注入制御装置において、前記原水の流量目標値の変更
を検出し、新しい流量目標値を、前記塩素の注入機から
原水への注入点までの塩素輸送時間だけ遅らせて前記原
水の流量目標値として出力すると共に、前記新しい流量
目標値を前記塩素注入量目標値の演算用入力として直ち
に出力し、塩素注入量目標値を直ちに変更させる目標値
制御部を備えたことを特徴とする塩素注入制御装置。Claim 1: A flow rate control unit that controls the flow rate of raw water to be chlorinated in accordance with a target value, and a chlorine injection amount that is injected into the raw water from a chlorine injection machine according to the flow rate of the raw water and a predetermined injection ratio. In a chlorine injection control device for a water purification plant process, which is equipped with a chlorine injection control unit that performs control corresponding to an injection amount target value calculated from Delaying the chlorine transport time from the chlorine injection machine to the point of injection into the raw water and outputting it as a target flow rate value for the raw water, and immediately outputting the new target flow rate value as an input for calculation of the target value for the amount of chlorine injection; A chlorine injection control device comprising a target value control section that immediately changes a chlorine injection amount target value.
対象とし、この原水に注入される塩素の注入量を当該原
水の流量と所定の注入比率とから算出した注入量目標値
に対応して制御する前塩素注入制御部を備えている特許
請求の範囲第1項記載の塩素注入制御装置。[Claim 2] The raw water flowing into the rapid stirring pond is to be injected with chlorine, and the amount of chlorine injected into the raw water is determined in accordance with the target value of the amount of chlorine to be injected, which is calculated from the flow rate of the raw water and a predetermined injection ratio. The chlorine injection control device according to claim 1, further comprising a pre-chlorine injection control section for controlling the chlorine injection.
塩素注入対象とし、この原水に注入される塩素の注入量
を当該原水の流量と所定の注入比率とから算出した注入
量目標値に対応して制御する中塩素注入制御部を備えて
いる特許請求の範囲第1項記載の塩素注入制御装置。[Claim 3] Raw water after sediment has been removed in a settling tank is to be injected with chlorine, and the amount of chlorine to be injected into this raw water is calculated from the flow rate of the raw water and a predetermined injection ratio. The chlorine injection control device according to claim 1, further comprising a medium chlorine injection control section that controls the chlorine injection in accordance with the above.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3219649A JP3045826B2 (en) | 1990-11-08 | 1991-08-30 | Chlorine injection control device |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30111790 | 1990-11-08 | ||
| JP2-301117 | 1990-11-08 | ||
| JP3219649A JP3045826B2 (en) | 1990-11-08 | 1991-08-30 | Chlorine injection control device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04358596A true JPH04358596A (en) | 1992-12-11 |
| JP3045826B2 JP3045826B2 (en) | 2000-05-29 |
Family
ID=26523257
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3219649A Expired - Fee Related JP3045826B2 (en) | 1990-11-08 | 1991-08-30 | Chlorine injection control device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3045826B2 (en) |
-
1991
- 1991-08-30 JP JP3219649A patent/JP3045826B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP3045826B2 (en) | 2000-05-29 |
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