JPS6336526B2 - - Google Patents
Info
- Publication number
- JPS6336526B2 JPS6336526B2 JP6257981A JP6257981A JPS6336526B2 JP S6336526 B2 JPS6336526 B2 JP S6336526B2 JP 6257981 A JP6257981 A JP 6257981A JP 6257981 A JP6257981 A JP 6257981A JP S6336526 B2 JPS6336526 B2 JP S6336526B2
- Authority
- JP
- Japan
- Prior art keywords
- pulse
- input
- output
- flow rate
- water
- 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
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Classifications
-
- G—PHYSICS
- G05—CONTROLLING; REGULATING
- G05D—SYSTEMS FOR CONTROLLING OR REGULATING NON-ELECTRIC VARIABLES
- G05D7/00—Control of flow
- G05D7/06—Control of flow characterised by the use of electric means
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Automation & Control Theory (AREA)
- Flow Control (AREA)
Description
本発明は大口上中水道需要家における受水流量
管理制御装置に関するもので、その目的とすると
ころは受水流量を急変させることなく確実に管理
目標値に制御する好適な装置を提供することにあ
る。
一般に上中水道の大口需要家における受水管理
において、一日の総受水流量すなわち受水量積算
値が管理値を超えることなくしかも大巾に下廻ら
ないこと、瞬時における受水流量が大巾に変動せ
ずできるだけ一定であることなどが要求される。
これは特に大口需要家における大巾な流量の変動
が上中水道送水源の追従性に悪影響を及ぼし、一
般の小口需要家への圧力変動等不具合を発生させ
ることから安定した需要が強く望まれ、またその
管理目標値の変動巾が送水源側の配水計画に基づ
き準備される浄水設備、薬品処理設備にも影響を
与えるものとなる。
かかる受水流量管理が行われる装置において
は、通常瞬時受水量を所望の流量設定値となるよ
う受水流量値が帰還せしめられ、受水電動弁を開
閉制御するいわゆる流量制御方式が採用されるも
のとなつている。しかしながらこの種の受水流量
の制御によれば、一旦の受水流量の積算値に例え
ば制御誤差が累積されるものとなることから管理
値に一致しないものとなる。このため一般に受水
流量に応じて信号発生する流量検出器による受水
量積算カウンタの値を監視することによつて時々
流量設定値を修正する必要が生じるものとなつて
いた。さらに一日の受水量積算値が管理値を超え
た場合、例えば受水量積算カウンタに具備される
プリセツト部分により受水電動弁が自動的に完全
に閉じられることとなり、一日したがつて24時間
の内でも受水が停止されるものとなる。
ここで管理値Q〔m3〕の需要家を例にとるに、
そのQを丁度24時間で受水しようとすれば単位時
間当りの受水流量F〔m3/H〕は(F=Q/24)
となり、これを前記流量設定器の人的操作による
ものとすると設定誤差を生じる。いまその設定誤
差が仮に+5%になつた場合を考えるに、送水負
担を増すばかりでなくほぼ22.86時間で管理値Q
〔m3〕を受水してしまうことになり、残り時間は
受水停止となる。このことは24時間の受水におい
て(1.05Q/24)〔m3/H〕から0〔m3/H〕の大
巾な流量変動を生じさせるものとなる。また−5
%となつた場合、一日の受水量積算値は0.95Q
〔m3〕となつて前述の浄水機能などの無駄を生じ
ることになる。
本発明は上述したような点に鑑みなされたもの
で、残り量に対する残り時間の比の演算結果と受
水流量とから受水電動弁の開閉制御を行うように
した格別な装置を実現したものである。
第1図は本発明の原理の理解を容易にするため
の受水流量したがつが受水量積算パルスと時間の
関係を示すものであり、KQは1パルスがK〔m3〕
である一例の管理値Q〔m3〕のパルス数、Tは管
理時刻を表わしている。すなわち第1図はスター
ト時刻t0においてパルス数を(Kg0=0)とし管
理時刻Tまでのパルス量を(KQ)になるよう受
水流量を制御すればよいことを示し、また時刻t1
において残り時間したがつて(T−t1)を残りパ
ルス量したがつて(KQ−Kg1)となるよう同様
に時刻t2にて、(T−t2)を(KQ−Kg2)となる
よう受水制御すればよいことを示すものである。
つまり時刻toにおいてそれまでのパルス量がKgo
であれば、残り時間で残りパルス量となる如く
(T−to)〔時間〕で(KQ−Kgo)〔パルス〕とな
るよう受水流量を制御すればよく、例えば(to−
t2),(T−to)の如きサンプリング時間毎に受水
流量の修正制御が行われることによつて管理時刻
Tのとき管理値Qに正確に近づけることができ
る。
第2図は本発明による一実施例の制御系統を示
すもので、1は受水管、2は受水電動弁、3は受
水流量計、4は受水量パルス発信器、5は管理値
設定器、6は残り量カウンタ、7,7′は時間毎
パルス発信器、8は時刻パルス発信器、9は管理
時刻設定器、10は残り時間カウンタ、11はオ
ア回路、12,12′はデイジタルホールド器、
13は基準パルス発信器、14,14′はセツト
入力端子S,リセツト入力端子Rに入力を得るフ
リツプフロツプ、15,15′はタイマ、16,
16′はアンド回路である。また第2図に示す系
統の各部の動作波形を第3図に示す。
かくの如き実施例のものは、受水管1に設けら
れて受水の需要を行う受水電動弁2および受水流
量を検出する受水流量計3が備えられ、この受水
電動弁2を開閉作動せしめる受水流量管理制御を
行う部分を具備するものである。この第2図装置
の動作につき第3図を参照して詳細説明する。
ここで説明を簡単化するため受水流量計3によ
り受水量パルス発信器4から発生される受水量信
号を1〔m3〕当りKパルスが与えられるものとし、
また管理値設定器5からは管理値Q〔m3〕より
KQパルスが与えられるものとする。図中減算カ
ウンタ機能をもつ残り量カウンタ6は、管理値設
定器5出力および受水量パルス発信器4出力を入
力し、受水量パルス発信器4からパルスが送出さ
れるごとにカウント値を減じる。つまりある時限
までの流量がgoであればパルス数Kgoよりそのカ
ウント値が(KQ−Kgo)となる。一方同じく減
算機能をもつ残り時間カウンタ10は管理時刻設
定器9からTパルスが与えられ、また時刻パルス
発信器8出力したがつてある時限まで発生される
toパルスを入力して減じ残り時間が(T−to)と
なるものである。これら(T−to)、(KQ−Kgo)
より、パルス間隔(以下基準パルスという)Δto
はつぎのように示される。
Δto=T−to/KQ−Kgo〔時間/パルス〕 ……(1)
したがつて前記基準パルスと同一間隔で受水量
パルス発信器4の出力パルス(以下流量パルスと
いう)を発生する如く、すなわち基準パルス間隔
の間に流量パルスが与えられるように受水制御す
ることにより、最終的に管理時刻Tでは管理値Q
へ正確に近づけることができる。つまり第3図例
における基準パルスのPS1からPS2までに流量パ
ルスPF1,PF2の2個が生じているのを受水電動
弁2が微少閉じるべく修正作動せしめられ、基準
パルスのPS2からPS3では流量パルスPF3のみの
1個であるからそのまま、基準パルスのPS3から
PS4で流量パルスがないため受水流量を増大させ
るべく受水電動弁2が開くように作用させる。
さてデイジタルホールド器12,12′はオア
回路11の出力パルスが入力されたときに残り量
カウンタ6,残り時間カウンタ10の出力をそれ
ぞれ貯えてその保有値を供給し続け、オア回路1
1のつぎの出力パルスを入力することで再度残り
量カウンタ6,残り時間カウンタ10の出力を更
新する。また時間毎パルス発信器7は管理時間例
えば24時間毎に1パルスを発信するものであり、
残り量カウンタ6および残り時間カウンタ10を
それぞれ零にリセツトしてデイジタルホールド器
12,12′の更新を行い初期セツトを行う。し
たがつて時刻t0において残り量カウンタ6および
デイジタルホールド器12をKQ,残り時間カウ
ンタ10およびデイジタルホールド器12′をT
とすることになる。さらにまた時間毎パルス発信
器7′は第1図説明のサンプリング時間毎に1パ
ルスを発信するものであつて、オア回路11を介
してデイジタルホールド器12,12′の更新を
行う。すなわちサンプリング時間毎にデイジタル
ホールド器12,12′を補正してあるサンプリ
ング時限後の時刻toにおいはデイジタルホールド
器12が(KQ−Kgo)を、デイジタルホールド
器12′が(T−to)の信号をそれぞれ発生する
ことになる。これより基準パルス発信器13は
(T−to)/(KQ−Kgo)を演算し、この演算結
果の値毎に出力パルスすなわち基準パルスをフリ
ツプフロツプ14,14′に与えることとなる。
つぎにフリツプフロツプ14,14′とタイマ
15,15′とアンド回路16,16′は受水電動
弁2の開閉制御部分を構成してなる。ここではフ
リツプフロツプ14,14′はセツト入力端子S
にパルスが入れば〔1〕がセツトされ、リセツト
入力端子Rにパルスが入れば
The present invention relates to a receiving water flow rate management control device for large water supply and middle water supply customers, and its purpose is to provide a suitable device that reliably controls the receiving water flow rate to a management target value without sudden changes. be. In general, in the management of water intake by large consumers of water and medium-sized water supplies, it is important to ensure that the total daily water flow rate, that is, the integrated value of the received water volume, does not exceed the control value and does not fall by a large amount, and that the instantaneous water flow rate is large. It is required to be as constant as possible without any fluctuation.
This is because stable demand is strongly desired, especially since wide fluctuations in flow rate at large customers have a negative impact on the followability of the water supply source, and cause problems such as pressure fluctuations for general small customers. In addition, the fluctuation range of the management target value will also affect the water purification equipment and chemical treatment equipment prepared based on the water distribution plan on the water supply side. In devices that perform such water reception flow rate management, a so-called flow rate control method is usually adopted in which the water reception flow rate value is fed back so that the instantaneous water reception amount becomes a desired flow rate setting value, and the opening and closing of the electric water reception valve is controlled. It has become a thing. However, according to this type of control of the flow rate of received water, for example, control errors are accumulated in the integrated value of the flow rate of received water, so that the integrated value does not match the management value. For this reason, it has generally become necessary to occasionally correct the flow rate set value by monitoring the value of a received water amount integration counter using a flow rate detector that generates a signal in accordance with the received water flow rate. Furthermore, if the cumulative amount of water received in a day exceeds the control value, the electric water receiving valve will be automatically and completely closed by a preset part included in the water receiving amount cumulative counter, for example, and the water receiving amount will be automatically and completely closed for 24 hours per day. Water reception will also be suspended. Here, taking a customer with a control value Q [m 3 ] as an example,
If we try to receive that Q in exactly 24 hours, the flow rate of water received per unit time F [m 3 /H] is (F = Q / 24)
If this is caused by manual operation of the flow rate setting device, a setting error will occur. Now, if we consider the case where the setting error becomes +5%, not only will the water supply burden increase, but the control value Q will be reduced in approximately 22.86 hours.
[m 3 ] will be received, and water will not be received for the remaining time. This results in wide fluctuations in flow rate from (1.05Q/24) [m 3 /H] to 0 [m 3 /H] in 24 hours of receiving water. -5 again
%, the cumulative amount of water received per day is 0.95Q.
[m 3 ], resulting in the waste of the water purification function mentioned above. The present invention has been made in view of the above-mentioned points, and has realized a special device that controls the opening and closing of a water receiving electric valve based on the calculation result of the ratio of remaining time to remaining amount and receiving water flow rate. It is. Figure 1 shows the relationship between the received water flow rate and the received water amount integrated pulse and time, in order to facilitate understanding of the principle of the present invention, and KQ indicates that one pulse is K [m 3 ].
The number of pulses of the management value Q [m 3 ] in one example, T represents the management time. In other words, Fig. 1 shows that the number of pulses is set to (Kg 0 = 0) at the start time t 0 and the flow rate of the received water is controlled so that the amount of pulses until the control time T becomes ( KQ ).
Similarly, at time t2 , (T-t 2 ) is changed to (KQ-Kg 2 ) so that the remaining time becomes (T-t 1 ) and the remaining pulse amount becomes (KQ-Kg 1 ). This shows that the water intake should be controlled so that the
In other words, at time t o, the amount of pulses up to that point is Kg o
If so, it is sufficient to control the receiving water flow rate so that (T-t o ) [time] becomes (KQ-Kg o ) [pulses] so that the remaining pulse amount becomes the remaining pulse amount in the remaining time. For example, (t o -
By correcting the received water flow rate at each sampling time such as t2 ) and (T- t0 ), it is possible to accurately approach the control value Q at the control time T. Fig. 2 shows a control system of an embodiment of the present invention, in which 1 is a water receiving pipe, 2 is a water receiving electric valve, 3 is a water receiving flow meter, 4 is a water receiving amount pulse transmitter, and 5 is a control value setting. 6 is a remaining amount counter, 7 and 7' are hourly pulse generators, 8 is a time pulse generator, 9 is a management time setter, 10 is a remaining time counter, 11 is an OR circuit, and 12 and 12' are digital hold device,
13 is a reference pulse oscillator; 14 and 14' are flip-flops that receive inputs from the set input terminal S and the reset input terminal R; 15 and 15' are timers;
16' is an AND circuit. Further, the operating waveforms of each part of the system shown in FIG. 2 are shown in FIG. In this embodiment, a water receiving pipe 1 is provided with a water receiving motor-operated valve 2 for requesting water and a water receiving flow meter 3 for detecting the receiving water flow rate. It is equipped with a part that controls the receiving water flow rate to open and close the valve. The operation of the apparatus shown in FIG. 2 will be explained in detail with reference to FIG. 3. Here, in order to simplify the explanation, it is assumed that the received water amount signal generated from the received water amount pulse transmitter 4 by the received water flow meter 3 is given K pulses per 1 [m 3 ].
Also, from the control value setting device 5, the control value Q [m 3 ]
Assume that a KQ pulse is given. In the figure, the remaining amount counter 6 having a subtraction counter function inputs the output of the management value setting device 5 and the output of the received water amount pulse transmitter 4, and decrements the count value every time a pulse is sent from the received water amount pulse transmitter 4. In other words, if the flow rate up to a certain time period is go , the count value will be (KQ- Kgo ) from the number of pulses Kgo . On the other hand, the remaining time counter 10, which also has a subtraction function, is given a T pulse from the management time setter 9, and is output from the time pulse generator 8 until a certain time limit is generated.
The remaining time obtained by inputting the to pulse and subtracting it becomes (T-t o ). These (T-t o ), (KQ-Kg o )
Therefore, the pulse interval (hereinafter referred to as reference pulse) Δt o
is shown as follows. Δt o =T-t o /KQ-Kg o [time/pulse] ...(1) Therefore, the output pulse of the received water amount pulse transmitter 4 (hereinafter referred to as flow rate pulse) is generated at the same interval as the reference pulse. By controlling the water reception so that the flow rate pulse is given during the reference pulse interval, the control value Q is finally reached at the control time T.
can be accurately approached. In other words, the electric water receiving valve 2 is operated in a corrective manner to slightly close the two flow rate pulses PF 1 and PF 2 occurring between the reference pulse PS 1 and PS 2 in the example in Fig. 3, and the reference pulse PS 2 to PS 3 , since there is only one flow pulse PF 3 , it can be directly converted from the reference pulse PS 3 .
Since there is no flow rate pulse in PS 4 , the electric water receiving valve 2 is operated to open in order to increase the receiving water flow rate. Now, when the output pulse of the OR circuit 11 is input, the digital hold devices 12 and 12' store the outputs of the remaining amount counter 6 and the remaining time counter 10, respectively, and continue to supply the stored values to the OR circuit 1.
By inputting the next output pulse after 1, the outputs of the remaining amount counter 6 and remaining time counter 10 are updated again. Further, the hourly pulse transmitter 7 transmits one pulse every management time, for example, every 24 hours.
The remaining amount counter 6 and the remaining time counter 10 are each reset to zero, and the digital holds 12, 12' are updated and initialized. Therefore, at time t 0 , the remaining amount counter 6 and digital hold device 12 are set to KQ, and the remaining time counter 10 and digital hold device 12' are set to T.
This will be the case. Furthermore, the hourly pulse oscillator 7' emits one pulse every sampling time as explained in FIG. That is, the digital hold device 12 corrects the digital hold device 12, 12' for each sampling time, and at time to after the sampling time limit, the digital hold device 12 corrects (KQ- Kgo ), and the digital hold device 12' corrects (T-t o) . ) signals will be generated respectively. From this, the reference pulse oscillator 13 calculates (T- to )/(KQ- Kgo ), and provides an output pulse, that is, a reference pulse, to the flip-flops 14 and 14' for each value of the result of this calculation. Next, flip-flops 14, 14', timers 15, 15', and AND circuits 16, 16' constitute an opening/closing control portion of the electric water receiving valve 2. Here, the flip-flops 14, 14' are connected to the set input terminal S.
If a pulse is input to , [1] is set, and if a pulse is input to reset input terminal R, it is set to [1].
〔0〕にリセツトさ
れるものとする。またタイマ15,15′はそれ
ぞれ例示の如きPF1〜PF4,PS1〜PS4のパルス巾
より少し遅らせパルス発生させる遅延機能を有す
る。
かくの如き開閉制御部分の作用を第3図に基づ
いて説明するに、まず基準パルス発信器13出力
の基準パルスPS1でフリツプフロツプ14出力が
It shall be reset to [0]. Further, the timers 15 and 15' each have a delay function of generating pulses a little later than the pulse widths of PF 1 to PF 4 and PS 1 to PS 4 as illustrated. To explain the operation of such an opening/closing control part based on FIG. 3, first, the output of the flip-flop 14 is
〔0〕にリセツトしフリツプフロツプ14′出力が
〔1〕にセツトされる。そのフリツプフロツプ1
4′出力がタイマ15′の作用により遅れてアンド
回路16′に入力されるため、アンド回路16′は
他の入力の流量パルスPF1が発生されても論理積
をとつてその出力がIt is reset to [0] and the flip-flop 14' output is set to [1]. The flip-flop 1
4' output is input to the AND circuit 16' with a delay due to the action of the timer 15', so even if the flow rate pulse PF 1 of other inputs is generated, the AND circuit 16' calculates the logical product and the output is
〔0〕となる。一方のアンド
回路16出力がフリツプフロツプ14出力It becomes [0]. One AND circuit 16 output is flip-flop 14 output
〔0〕
から[0]
from
〔0〕となる。また受水量パルス発信器4出
力の流量パルスPF1が与えられてフリツプフロツ
プ14出力が〔1〕,フリツプフロツプ14′出力
がIt becomes [0]. In addition, the flow rate pulse PF 1 of the output of the received water amount pulse transmitter 4 is given, and the output of the flip-flop 14 is [1] and the output of the flip-flop 14' is
〔0〕となり、同時にタイマ15を介して前述
の遅延作用からアンド回路16出力は[0], and at the same time, due to the aforementioned delay effect via the timer 15, the output of the AND circuit 16 becomes
〔0〕とな
つてアンド回路16′出力は[0], and the AND circuit 16' output is
〔0〕を継続する。
つぎに図示の如く流量パルスPF2が与えられた
場合、すでにフリツプフロツプ14およびタイマ
15の出力がいずれも〔1〕となつているために
アンド回路16出力も〔1〕であつて流量パルス
PF2のパルス巾をもつパルスを送出することにな
り、一方フリツプフロツプ14′がリセツトされ
るのみでアンド回路16′からパルスが発生され
ない。これより受水電動弁2が閉方向に微少調節
されることとなる。さらに基準パルスPS2が与え
られるとフリツプフロツプ14′出力が〔1〕に
なるが、タイマ15′を介してアンド回路16′か
らパルスが送出されないため受水電動弁2はその
ままの開度を保つ。さらにまた流量パルスPF3が
与えられてもタイマ15を介してアンド回路16
がパルスを送出せずアンド回路16′もパルスを
発生しない。
つぎにまた基準パルスPS3が与えられるとフリ
ツプフロツプ14出力がContinue [0]. Next, when the flow rate pulse PF 2 is given as shown in the figure, since the outputs of the flip-flop 14 and the timer 15 are both [1], the output of the AND circuit 16 is also [1], and the flow rate pulse is
A pulse having a pulse width of PF 2 is sent out, and on the other hand, the flip-flop 14' is only reset and no pulse is generated from the AND circuit 16'. This causes the water receiving electric valve 2 to be slightly adjusted in the closing direction. Furthermore, when the reference pulse PS 2 is applied, the output of the flip-flop 14' becomes [1], but since no pulse is sent out from the AND circuit 16' via the timer 15', the electric water receiving valve 2 maintains its opening degree. Furthermore, even if the flow rate pulse PF 3 is given, the AND circuit 16
does not send out a pulse, and AND circuit 16' also does not generate a pulse. Next, when the reference pulse PS 3 is given again, the output of the flip-flop 14 becomes
〔0〕,フリツプフロツ
プ14′出力が〔1〕になるが、アンド回路16,
16′ともパルスを発生しない。さらに基準パル
スPS4が与えられた場合、フリツプフロツプ14
出力は[0], the flip-flop 14' output becomes [1], but the AND circuit 16,
Neither signal 16' generates a pulse. Furthermore, when the reference pulse PS 4 is given, the flip-flop 14
The output is
〔0〕にリセツトされるのみであつてアン
ド回路16出力はIt is only reset to [0], and the AND circuit 16 output is
〔0〕であるが、フリツプフロ
ツプ14′は基準パルスPS3で出力〔1〕にセツ
トされているためアンド出力16′出力が〔1〕
であつて、基準パルスPS4のパルス巾をもつパル
スを送出することになる。これより受水電動弁2
が開方向に微少調節される。さらにまた流量パル
スPF4が与えられると、前述の流量パルスPF1が
出力された場合に同一となる。
このような受水電動弁の開閉制御においては、
受水量パルス発信器4出力で受水電動弁を閉方向
に基準パルス発信器13出力で受水電動弁を開方
向にそれぞれ修正制御する機能をもち、その流量
パルスが基準パルスと同一巾を有するものとする
ことができる。したがつて受水電動弁が微少な修
正制御により作動して大巾な流量変動を生ぜず、
結局最終的な時刻のTでは管理値Qに到達するこ
とになる。なお時間毎パルス発信器7′のパルス
間隔したがつてサンプリング時限をスタート後は
長く、管理時間に近づくに伴ない短かくするよう
用いることによつてより安定にかつ正確に管理す
ることができ、また管理値設定器5および管理時
刻設定器9をそれぞれプログラムすることから異
なつた時間で異なる管理値の適当値をもち受水流
量をプログラム制御することもできる。さらにま
た第2図に示す各構成部、例えばデイジタルホー
ルド器12,12′および基準パルス発信器13
部分をマイクロコンピユータを用いて構成するこ
とは容易であり、かかる受水管理制御装置の一部
をマイクロコンピユータが採用される中央監視制
御装置に組込むよう適用してもよい。
以上説明したように本発明によれば、受水流量
を急変させることなく確実に管理目標値に制御し
得る装置を提供できる。However, since the flip-flop 14' is set to the output [1] by the reference pulse PS3 , the AND output 16' output is [1].
, and a pulse having the pulse width of the reference pulse PS 4 is sent out. From this, water receiving electric valve 2
is slightly adjusted in the opening direction. Furthermore, when the flow rate pulse PF 4 is applied, it is the same as when the above-mentioned flow rate pulse PF 1 is output. In the opening/closing control of such an electric water receiving valve,
It has the function of correcting and controlling the electric water receiving valve in the closing direction with the output of the water receiving amount pulse transmitter 4 and in the opening direction with the output of the reference pulse transmitter 13, and the flow rate pulse has the same width as the reference pulse. can be taken as a thing. Therefore, the electric water receiving valve operates with minute correction control and does not cause wide fluctuations in flow rate.
Eventually, the control value Q will be reached at the final time T. By using the pulse interval of the hourly pulse oscillator 7', the sampling time is long after the start, and is shortened as the control time approaches, so that more stable and accurate control can be achieved. Furthermore, by programming the control value setter 5 and the control time setter 9, it is also possible to programmatically control the flow rate of the received water using different appropriate control values at different times. Furthermore, each component shown in FIG. 2, such as digital hold devices 12, 12' and reference pulse generator 13
It is easy to configure a portion using a microcomputer, and a portion of such a water reception management control device may be incorporated into a central monitoring and control device that employs a microcomputer. As explained above, according to the present invention, it is possible to provide a device that can reliably control the flow rate of received water to a management target value without suddenly changing it.
第1図は受水流量と時間の関係を示す図、第2
図,第3図は本発明の一実施例を示す制御系統
図,動作波形図である。
2……受水電動弁、4……受水量パルス発信
器、6……残り量カウンタ、10……残り時間カ
ウンタ、12,12′……デイジタルホールド器、
13……基準パルス発信器、14,14′……フ
リツプフロツプ、15,15′……タイマ、16,
16′……アンド回路。
Figure 1 shows the relationship between received water flow rate and time, Figure 2
3 are a control system diagram and an operation waveform diagram showing an embodiment of the present invention. 2...Water receiving electric valve, 4...Water receiving amount pulse transmitter, 6...Remaining amount counter, 10...Remaining time counter, 12, 12'...Digital hold device,
13... Reference pulse oscillator, 14, 14'... Flip-flop, 15, 15'... Timer, 16,
16'...AND circuit.
Claims (1)
量発信部出力を得て管理受水量積算値から減算す
る残り量カウンタと、管理時刻までの残り時間カ
ウンタと、前記残り量カウンタおよび残り時間カ
ウンタの値をそれぞれ一時的に貯えるホールド手
段と、該ホールド手段出力を得て(残り時間/残
り量)の除算を行いかつこの演算結果の値のパル
ス間隔信号を発生する基準パルス発信部と、前記
受水量発信部および基準パルス発信部出力を得て
受水電動弁の開閉制御信号を送出する開閉制御部
とを設けて成ることを特徴とする受水流量管理制
御装置。 2 前記開閉制御部を、一方の入力端子にパルス
入力が入ると高レベルにセツトされ他方の入力端
子にパルス入力が入ると低レベルにリセツトされ
るフリツプフロツプ出力が与えられる遅延回路お
よび二入力アンド回路の2組から構成し、それぞ
れ第1のフリツプフロツプの一方の入力端子と第
2のフリツプフロツプの他方の入力端子に前記受
水量発信部出力を与えかつ該第1のフリツプフロ
ツプの他方の入力端子と第2のフリツプフロツプ
の一方の入力端子に前記基準パルス発信部出力を
与えるとともに、二入力アンド回路の一方の入力
としてそれぞれ前記遅延回路出力を与えかつ第1
の二入力アンド回路の他方に前記受水量発信部出
力を第2の二入力アンド回路の他方に前記基準パ
ルス発信部出力を与えるようにした特許請求の範
囲第1項記載の受水流量管理制御装置。[Scope of Claims] 1. A remaining amount counter that obtains the output of a received water amount transmitter that generates a pulse signal in accordance with the received water flow rate and subtracts it from the management received water amount integrated value, a remaining time counter until the management time, and the remaining Holding means for temporarily storing the values of the quantity counter and the remaining time counter, respectively, and a standard for obtaining the output of the holding means, dividing the value by (remaining time/remaining amount), and generating a pulse interval signal of the value of this calculation result. A receiving water flow rate management control device comprising: a pulse transmitting section; and an opening/closing control section that obtains the outputs of the received water amount transmitting section and the reference pulse transmitting section and sends an opening/closing control signal for a water receiving electric valve. 2. The opening/closing control section is controlled by a delay circuit and a two-input AND circuit that provide a flip-flop output that is set to a high level when a pulse input is input to one input terminal and reset to a low level when a pulse input is input to the other input terminal. The received water amount transmitter output is applied to one input terminal of the first flip-flop and the other input terminal of the second flip-flop, respectively, and The output of the reference pulse generator is applied to one input terminal of the flip-flop, and the output of the delay circuit is applied as one input of a two-input AND circuit.
The received water flow rate management control according to claim 1, wherein the received water amount transmitter output is given to the other of the two-input AND circuit, and the reference pulse transmitter output is given to the other of the second two-input AND circuit. Device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6257981A JPS57178511A (en) | 1981-04-27 | 1981-04-27 | Controller for flow rate of received water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6257981A JPS57178511A (en) | 1981-04-27 | 1981-04-27 | Controller for flow rate of received water |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57178511A JPS57178511A (en) | 1982-11-02 |
| JPS6336526B2 true JPS6336526B2 (en) | 1988-07-20 |
Family
ID=13204358
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6257981A Granted JPS57178511A (en) | 1981-04-27 | 1981-04-27 | Controller for flow rate of received water |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57178511A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7398886B2 (en) * | 2018-07-02 | 2023-12-15 | 東京エレクトロン株式会社 | Flow rate controller, gas supply system and flow rate control method |
-
1981
- 1981-04-27 JP JP6257981A patent/JPS57178511A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57178511A (en) | 1982-11-02 |
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