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JP2001153056A - Water supply equipment - Google Patents

Water supply equipment

Info

Publication number
JP2001153056A
JP2001153056A JP34196399A JP34196399A JP2001153056A JP 2001153056 A JP2001153056 A JP 2001153056A JP 34196399 A JP34196399 A JP 34196399A JP 34196399 A JP34196399 A JP 34196399A JP 2001153056 A JP2001153056 A JP 2001153056A
Authority
JP
Japan
Prior art keywords
water
pump
pressure
water supply
amount
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
Application number
JP34196399A
Other languages
Japanese (ja)
Other versions
JP4864185B2 (en
Inventor
Kaoru Nakajima
薫 中島
Hirokazu Hamada
博和 浜田
Kaoru Yagi
薫 八木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ebara Corp
Original Assignee
Ebara Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Ebara Corp filed Critical Ebara Corp
Priority to JP34196399A priority Critical patent/JP4864185B2/en
Publication of JP2001153056A publication Critical patent/JP2001153056A/en
Application granted granted Critical
Publication of JP4864185B2 publication Critical patent/JP4864185B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Measuring Volume Flow (AREA)
  • Control Of Positive-Displacement Pumps (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a water supply equipment capable of accurately integrating water consumption by reducing the excessively proceeding phenomenon of a water meter. SOLUTION: This water supply equipment is provided with a water meter 21 on the inflow side, and supplies water to end-users by pressurizing the water measured by the above water meter by using a pump 11, and the water supply equipment is also provided with a small quantity water stopping function to stop operation of the pump 11 when water consumption is reduced to a very small water quantity, and the above small quantity water stopping function has a predetermined condition to suppress the excessively proceeding phenomenon of the water gauge 21.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、給水装置に係り、
特にポンプを使用して、集合住宅、ビル等に水道水等の
給水を行う給水装置に関する。
TECHNICAL FIELD The present invention relates to a water supply device,
In particular, the present invention relates to a water supply device that supplies water such as tap water to an apartment house, a building, and the like using a pump.

【0002】[0002]

【従来の技術】図1は、一般的な水道本管に直結される
形式の給水装置の構成例を示す。この給水装置は、ポン
プ11を備え、水道本管等に直結された流入管12を介
して流入する水を該ポンプ11で加圧して、吐出管13
から末端の需要家の給水栓に給水を行う。ポンプ11の
吐出側には逆止弁15が配設され、ポンプが停止した時
に水の逆流を防止している。更に圧力タンク16を備
え、ポンプ11で加圧された水を蓄圧することで、ポン
プの頻繁な始動停止を避けるようにしている。又、吐出
管13の圧力タンクの近傍には、ポンプ吐出側の圧力を
検出する圧力センサ17を備え、ここで検出された圧力
信号は制御盤19に伝達され、ポンプの運転制御に用い
られる。
2. Description of the Related Art FIG. 1 shows an example of the construction of a water supply system of a type directly connected to a general water main. This water supply apparatus includes a pump 11 and pressurizes water flowing through an inflow pipe 12 directly connected to a water main pipe or the like by the pump 11 to supply a water to a discharge pipe 13.
From the end to the hydrant of the end customer. A check valve 15 is provided on the discharge side of the pump 11 to prevent backflow of water when the pump stops. Further, a pressure tank 16 is provided to accumulate water pressurized by the pump 11 so as to avoid frequent starting and stopping of the pump. Further, a pressure sensor 17 for detecting the pressure on the pump discharge side is provided near the pressure tank of the discharge pipe 13, and the detected pressure signal is transmitted to the control panel 19 and used for operation control of the pump.

【0003】同様に、流入管12にもポンプ流入側の圧
力センサ18を備え、この信号が制御盤19に伝達さ
れ、ポンプの運転制御に用いられる。制御盤19には、
インバータ装置を備え、ポンプ11に可変周波数・電圧
を供給することで、ポンプ11の回転速度を任意に制御
する。従って、ポンプ吐出側の圧力を圧力センサ17で
検出し、このポンプ吐出側圧力が一定となるようにポン
プの回転速度を変化させることで、ポンプ吐出側の圧力
を目標圧力値に制御することができる。又、制御盤19
は運転対象ポンプの選択及び始動停止、更には例えばポ
ンプの温度異常等の各種の異常信号の検出と、警報の発
令等を行う。
Similarly, the inflow pipe 12 is provided with a pressure sensor 18 on the pump inflow side, and this signal is transmitted to a control panel 19 and used for controlling the operation of the pump. In the control panel 19,
By providing an inverter device and supplying a variable frequency and voltage to the pump 11, the rotation speed of the pump 11 is arbitrarily controlled. Therefore, the pressure on the pump discharge side is detected by the pressure sensor 17, and the pump discharge side pressure is controlled to the target pressure value by changing the rotation speed of the pump so that the pump discharge side pressure becomes constant. it can. Control panel 19
Performs selection of a pump to be operated, start and stop, detection of various abnormal signals such as abnormal temperature of the pump, and generation of an alarm.

【0004】そして、この給水装置には極少水量を検出
するフロースイッチ20を備え、この信号が制御盤19
に伝達される。そして、フロースイッチ20が極少水量
を検知すると、制御盤19はその信号を受けてポンプを
一定時間運転することで圧力タンク16に蓄圧し、その
後ポンプの運転を停止するいわゆる少水量停止機能を備
えている。この機能は夜間等の使用水量が極端に低減し
た時に、ポンプの頻繁な始動停止を防止し、又ポンプの
空運転を防止することができる。このような少水量停止
動作としては、極少水量検出時のそのままの圧力で停止
し、停止した後に吐出側圧力が目標圧力より所定値だけ
低下した時に、再びポンプを始動するか、少水量停止前
に一旦ポンプの吐出圧力を加圧して圧力タンクに蓄圧し
た後にポンプを停止し、吐出側の圧力が目標圧力より所
定値だけ低下した時にポンプを再始動する。
[0004] The water supply apparatus is provided with a flow switch 20 for detecting a minimum amount of water.
Is transmitted to When the flow switch 20 detects the extremely small amount of water, the control panel 19 receives the signal and operates the pump for a certain period of time to accumulate pressure in the pressure tank 16 and thereafter has a so-called small water amount stop function of stopping the operation of the pump. ing. This function can prevent frequent starting and stopping of the pump when the amount of used water is extremely reduced at night or the like, and can prevent the pump from running idle. As such a small amount of water stop operation, the pump is stopped at the same pressure at the time of detection of the extremely small amount of water, and after the stop, when the discharge side pressure drops by a predetermined value from the target pressure, the pump is restarted, or After the discharge pressure of the pump is once increased to accumulate the pressure in the pressure tank, the pump is stopped, and the pump is restarted when the pressure on the discharge side drops below the target pressure by a predetermined value.

【0005】ところで、水道水等の供給に際しては、一
般に量水器を取付け、使用水量を計量することが行われ
ている。このような給水装置を水道本管に直結した直結
型給水装置として使用する場合には、給水装置の流入管
に量水器21を取り付け、また各需要家ごとにも量水器
22を取り付けて使用する場合がある。給水装置の流入
側に取り付けられる量水器21は、供給される全体の水
量を計量するため、例えば40mmφの配管に量水器が
取り付けられる。他方で、需要家末端の各戸に吐出管1
3より供給される水が分配して供給されるが、これらの
各戸には例えば20〜25mmφの配管に量水器22が
取り付けられる。このように給水装置の流入側で全体の
水の使用量を計量し、給水装置の吐出側に分岐された各
配管の各量水器22の合計の水の使用量を比較すると、
極めて小さな水量で長時間連続使用されると両者に積算
水量の相違が生じる場合があることが知られている。こ
の現象は、流入側の積算水量が吐出側の合計積算水量よ
りも大きくなり、上述した少水量停止動作に関連して発
生し、量水器の過進現象と呼ばれている。例えば、比較
的小規模の給水装置で、一部の需要家に量水器を設置せ
ずに、流入側に設けた量水器21から需要家側に設けた
量水器22の使用量の合計を差引いて量水器のない需要
家の使用水量を算定する場合に問題が生じる可能性があ
る。
When supplying tap water or the like, a water meter is generally installed to measure the amount of water used. When such a water supply device is used as a direct connection type water supply device directly connected to a water main, a water meter 21 is attached to an inflow pipe of the water supply device, and a water meter 22 is also attached to each customer. May be used. The water meter 21 attached to the inflow side of the water supply device has a water meter attached to, for example, a 40 mmφ pipe in order to measure the entire amount of water supplied. On the other hand, a discharge pipe 1
The water supplied from 3 is supplied in a distributed manner, and a water meter 22 is attached to each of these doors, for example, in a pipe of 20 to 25 mmφ. In this way, the total amount of water used is measured at the inflow side of the water supply device, and the total water usage of each water meter 22 of each pipe branched to the discharge side of the water supply device is compared.
It has been known that when used continuously for a long time with an extremely small amount of water, a difference may occur in the integrated water amount between the two. This phenomenon occurs when the integrated water amount on the inflow side becomes larger than the total integrated water amount on the discharge side, and occurs in connection with the above-described small water amount stop operation, and is called a water meter overrun phenomenon. For example, with a relatively small-scale water supply device, the water meter 21 provided on the inflow side and the water meter 22 provided on the customer side can be used without installing the water meter in some customers. There may be problems when subtracting the total to calculate the water usage of consumers without water gauges.

【0006】[0006]

【発明が解決しようとする課題】本発明は上述した事情
に鑑みて為されたもので、係る量水器の過進現象を低減
し、正確に使用水量の積算が可能な給水装置を提供する
ことを目的とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned circumstances, and provides a water supply device capable of reducing the overrun phenomenon of the water meter and accurately integrating the used water amount. The purpose is to:

【0007】[0007]

【課題を解決するための手段】請求項1に記載の発明
は、流入側に量水器を備え、該量水器で計量された水を
ポンプを用いて加圧して末端需要家に送水する給水装置
であり、該給水装置は使用水量が極少水量になった時に
ポンプの運転を停止する少水量停止機能を備え、該少水
量停止機能が前記流入側に備えた量水器の過進現象を抑
制する設定条件を備えたことを特徴とする給水装置であ
る。
According to the first aspect of the present invention, a water meter is provided on the inflow side, and the water measured by the water meter is pressurized using a pump and sent to the end customer. A water supply device, the water supply device having a small water amount stop function for stopping the operation of the pump when the amount of water used becomes an extremely small amount of water, and the small water amount stop function is an excessive phenomenon of a water meter provided on the inflow side. It is a water supply device provided with the setting conditions which suppress.

【0008】量水器の過進現象は、少水量停止動作時の
急激な流入側流量の変化に起因して発生するものと考え
られる。このため、少水量停止動作時に流入側流量の変
化を緩やかに行うように給水装置の諸条件を設定するこ
とで、量水器の過進現象を緩和してこれを低減すること
が可能となる。係る給水装置によれば、その流入側に量
水器を設けた場合においても、過進現象の発生量が少な
いので安心して使用することが可能となる。
It is considered that the excessive movement of the water meter occurs due to a sudden change in the flow rate on the inflow side during the operation of stopping the small amount of water. For this reason, by setting various conditions of the water supply device so that the change of the inflow-side flow rate is performed gently at the time of the small water amount stop operation, it is possible to alleviate the excessive movement phenomenon of the water dispenser and reduce it. . According to such a water supply device, even when a water meter is provided on the inflow side, the amount of occurrence of the excessive traveling phenomenon is small, so that the water supply device can be used with confidence.

【0009】前記設定条件は、少水量停止動作の発生頻
度を低減するものであることが好ましい。これにより、
使用水量が極端に低減した状態で、少水量停止動作が行
われると、多かれ少なかれタンクに水を蓄圧するため、
パルス状の流入量の変化が生じる。量水器の過進現象は
このパルス状の流入量の変化に起因すると考えられ、こ
の発生頻度を減らすことで、過進現象を低減することが
可能となる。
It is preferable that the set conditions are to reduce the frequency of occurrence of the low water amount stop operation. This allows
If the operation of stopping the small amount of water is performed in a state where the amount of water used is extremely reduced, more or less water is accumulated in the tank,
A pulsed change in the inflow rate occurs. It is considered that the excessive phenomenon of the water meter is caused by the change of the pulse-like inflow amount, and by reducing the frequency of occurrence, the excessive phenomenon can be reduced.

【0010】また、前記設定条件は、少水量停止時に蓄
圧する圧力タンクの容量を低減することによるものであ
ることが好ましい。これにより、少水量停止時に生じる
パルス的な流入量の変化量が小さくなるため、量水器の
過進現象を低減することができる。
It is preferable that the set condition is based on reducing the capacity of a pressure tank for accumulating pressure when a small amount of water is stopped. Thus, the amount of change in the pulse-like inflow amount that occurs when the small amount of water is stopped is reduced, so that the water meter can be prevented from going too far.

【0011】また、前記設定条件は、少水量停止時に蓄
圧する際に、上昇圧を小とし、及び/又は、ゆっくり上
昇させることによるものであることが好ましい。これに
より、同様に少水量停止時の急激な流入量の変化を防止
し、量水器の過進現象を低減することができる。
[0011] Further, it is preferable that the set condition is such that, when accumulating the pressure when the small amount of water is stopped, the rising pressure is reduced and / or slowly increased. Accordingly, a sudden change in the inflow amount when the small amount of water is stopped can be similarly prevented, and the overrun phenomenon of the water meter can be reduced.

【0012】また、前記設定条件は、少水量停止後のポ
ンプ始動時に、ソフトスタートの加速時間を長く設定す
ることによるものであることが好ましい。これにより、
同様に少水量停止動作時の急激な流入量の変化を緩和
し、流水器の過進現象を低減することができる。
Further, it is preferable that the set condition is based on setting a long acceleration time of the soft start at the time of starting the pump after stopping the small amount of water. This allows
Similarly, it is possible to alleviate a sudden change in the inflow amount at the time of the small water amount stop operation, and to reduce the overrun phenomenon of the flusher.

【0013】[0013]

【発明の実施の形態】以下、本発明の実施の形態につい
て添付図面を参照しながら説明する。図1は、本発明の
実施形態の前提となる給水装置の一構成例を示し、各機
器の構成は上述した通りである。図2は、少水量停止動
作時の吐出圧力及び流量等を示す図である。
Embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 shows an example of the configuration of a water supply device that is a premise of the embodiment of the present invention, and the configuration of each device is as described above. FIG. 2 is a diagram showing a discharge pressure, a flow rate, and the like at the time of a small water volume stop operation.

【0014】まず、量水器の過進現象は、ポンプの通常
の供給水量の運転時には発生しない。これが発生するの
は、例えば夜間等の極端に使用水量が低減した時間帯で
あり、少水量停止動作に伴って生じることが知られてい
る。図2において、時刻t1迄の吐出流量と流入流量が
一致している場合には、これらの水量は同一であり特に
問題が生じない。この流量がポンプの少水量停止動作を
行う流量よりも低い場合が長時間継続した時に問題とな
る。
[0014] First, the excessive movement phenomenon of the water meter does not occur during the operation of the normal supply water amount of the pump. This occurs during a time period when the amount of used water is extremely reduced, such as at night, for example, and it is known that this occurs with a small water amount stop operation. In FIG. 2, when the discharge flow rate and the inflow flow rate up to time t1 match, these water amounts are the same, and there is no particular problem. The case where this flow rate is lower than the flow rate at which the pump performs the small water volume stop operation becomes a problem when it is continued for a long time.

【0015】例えば10L/min程度以下でフロースイ
ッチ20が動作する場合には、所定の検知時間の経過後
に少水量停止動作に入る。この場合時刻t1でポンプ速
度を0としポンプを停止する。しかしながら需要家末端
では極少水量ではあるが水流が継続するので、この水は
圧力タンク16で蓄圧された水が供給され、吐出流量は
変わらない。そして圧力センサ17で検出される吐出側
圧力は、図示するように緩やかに低下していく。そし
て、ポンプ始動圧力p1に到達すると、ポンプがソフト
スタートにより始動する。ポンプが時刻t1で停止後は
流入流量はゼロとなるが、ポンプが始動すると流入流量
が突然増大するが、末端需要家側が殆ど締め切り状態で
あるので、主として圧力タンクが蓄圧される。
For example, when the flow switch 20 operates at a rate of about 10 L / min or less, a small water amount stop operation is started after a predetermined detection time has elapsed. In this case, the pump speed is set to 0 at time t1, and the pump is stopped. However, since the water flow continues at the end of the customer although the amount of water is very small, the water stored in the pressure tank 16 is supplied, and the discharge flow rate does not change. Then, the discharge-side pressure detected by the pressure sensor 17 gradually decreases as illustrated. Then, when the pump starting pressure p1 is reached, the pump is started by a soft start. After the pump stops at time t1, the inflow flow rate becomes zero, but when the pump starts, the inflow flow rate suddenly increases. However, since the end customer is almost in a closed state, the pressure tank is mainly stored.

【0016】ポンプが始動し吐出側の圧力を確保するべ
く回転速度を上げるが、この時に吐出側の必要流量以上
に圧力タンクに蓄圧され、流入側の水量の方が多くな
り、図示するように流入流量はパルス状となり、この
時、吐出圧力は所定圧力p2に対してオーバシュートす
るようになる。このため、流入流量は圧力タンクに蓄圧
後に時刻t3迄一旦ゼロとなり、オーバシュート状態の
回復と共に定常状態となり、ポンプは所定の回転速度で
運転され、極少水量ではあるが吐出流量と流入流量が等
しくなった状態で運転が継続される。従って、このよう
な少水量停止動作時の流入流量のパルス状の変化によ
り、量水器の羽根車が慣性で空回りして過進現象が生じ
るものと考えられる。
When the pump is started, the rotation speed is increased to secure the pressure on the discharge side. At this time, the pressure is accumulated in the pressure tank more than the required flow rate on the discharge side, and the amount of water on the inflow side increases, as shown in the figure. The inflow flow rate is pulsed, and at this time, the discharge pressure overshoots the predetermined pressure p2. For this reason, the inflow flow rate once becomes zero until time t3 after accumulating pressure in the pressure tank, becomes a steady state with the recovery of the overshoot state, the pump is operated at a predetermined rotation speed, and the discharge flow rate and the inflow flow rate are the same although the water volume is extremely small. The operation is continued in the state where it has become. Therefore, it is considered that the impeller of the water meter idles due to inertia due to the pulse-like change of the inflow flow rate during such a small water volume stop operation, and an overrunning phenomenon occurs.

【0017】図3乃至図6は、係る過進現象を低減する
ための各種の手段を示す。図3は、少水量停止動作の発
生頻度を低減することによるもので、図3(a)は従来
の少水量停止動作の発生頻度を示し、図3(b)は改良
した状態における少水量停止動作の発生頻度を示す。上
述したように量水器の過進現象は少水量停止動作により
発生するものであるので、この発生頻度を減らすことに
より、量水器の過進量をこれに比例して低減できる。こ
の少水量停止動作の発生頻度の低減は、フロースイッチ
が最初に少水量状態であることを検出してから、所定時
間経過後にもなお少水量停止状態が継続することを確認
して少水量停止状態に入るものであるので、この検出タ
イマの設定時間を長くすることにより少水量停止動作の
頻度を下げることができる。又、少水量停止後にポンプ
が再始動した際に再び少水量状態が検出されても一定期
間運転するように遅延タイマを動作させている。この遅
延タイマの設定時間を長くすることにより同様に少水量
停止動作の発生頻度を低減することができる。このよう
な対策により図3(b)は、少水量停止動作頻度を約半
分に減らした場合を示している。
FIG. 3 to FIG. 6 show various means for reducing such an excessive traveling phenomenon. 3A and 3B show the frequency of occurrence of the low water volume stop operation. FIG. 3A shows the frequency of the conventional low water volume stop operation, and FIG. 3B shows the low water volume stop operation in an improved state. Indicates the occurrence frequency of the operation. As described above, the excessive progress of the water meter is caused by the operation of stopping the small amount of water. Therefore, by reducing the frequency of occurrence, the excessive amount of the water meter can be reduced in proportion thereto. The frequency of occurrence of the low water volume stop operation is reduced by first detecting that the flow switch is in the low water volume state, and then confirming that the low water volume stop state will continue even after a predetermined time has elapsed, and then stopping the low water volume stop operation. Since the state is entered, the frequency of the small water amount stop operation can be reduced by lengthening the set time of the detection timer. Further, the delay timer is operated so as to operate for a certain period even if the low water amount state is detected again when the pump is restarted after the low water amount stop. By increasing the set time of the delay timer, the occurrence frequency of the small water volume stop operation can be similarly reduced. FIG. 3B shows a case in which the frequency of the low water amount stop operation is reduced to about half by such measures.

【0018】図4は、圧力タンクを小さくした場合を示
す。図4(a)は、従来の圧力タンク16の大きさが例
えば約20Lであったとする。この場合に流入流量は、
上述したようにパルス状となる。そして、図4(b)
は、圧力タンク16の容量を例えば約10L程度と小型
にした場合である。このようにすることにより、図4
(b)に示すように、流入流量のパルスの高さが低減
し、これにより量水器の過進現象を低減することができ
る。
FIG. 4 shows a case where the pressure tank is made smaller. FIG. 4A assumes that the size of the conventional pressure tank 16 is, for example, about 20 L. In this case, the inflow rate is
As described above, the pulse shape is obtained. Then, FIG.
Is a case where the capacity of the pressure tank 16 is reduced to, for example, about 10 L. By doing so, FIG.
As shown in (b), the height of the pulse of the inflow flow rate is reduced, whereby the overrun phenomenon of the water meter can be reduced.

【0019】図5は、少水量停止水量の検出後に更に加
圧して蓄圧運転を行う場合を示す。図中点線は従来の方
法を示し、実線は本発明の実施形態例を示す。時刻t1
で蓄圧運転動作を開始する場合には、ポンプ11の回転
速度を上昇させ、従来は水頭5〜7m程度の吐出圧力を
3秒程度で上昇させ、所定の時間の運転を継続する。こ
の時、流入流量は、圧力タンク16に水が蓄圧されるた
め、図5(b)に示すようにパルス状に流入する。本発
明の実施の形態では、蓄圧運転時の上昇圧を3m程度に
低減する。そして、蓄圧をゆっくり行うようにする。例
えば、従来3秒程度で上昇させていたのに対して、例え
ば30秒程度かけてゆっくり吐出圧力を上昇させる。こ
のようにゆっくり上昇させても需要家側で殆ど水が使用
されていない状態であるので、需要家側に及ぼす影響が
殆どない。このようにすることで、図5(b)に示すよ
うに流入流量のパスルの山が低くなり、これにより量水
器の過進現象が低減される。なお、蓄圧運転時の上昇圧
を低下させることと、蓄圧運転時の吐出圧力をゆっくり
上昇させることとはそれぞれ独立に行ってもよく、又両
者を併用するようにしても良い。
FIG. 5 shows a case in which after the detection of the small amount of stopped water, the pressure is further increased to perform the pressure accumulation operation. In the figure, a dotted line indicates a conventional method, and a solid line indicates an embodiment of the present invention. Time t1
When the pressure accumulating operation is started, the rotation speed of the pump 11 is increased, the discharge pressure of the conventional water head of about 5 to 7 m is increased in about 3 seconds, and the operation is continued for a predetermined time. At this time, as the inflow flow rate is such that water is accumulated in the pressure tank 16, it flows in a pulse shape as shown in FIG. 5B. In the embodiment of the present invention, the upper pressure increase during the pressure accumulation operation is reduced to about 3 m. Then, the pressure accumulation is performed slowly. For example, the discharge pressure is slowly increased over, for example, about 30 seconds, whereas the discharge pressure is conventionally increased within about 3 seconds. Even if the water is slowly raised in this way, since little water is used on the consumer side, there is almost no effect on the consumer side. By doing so, as shown in FIG. 5B, the peak of the pulse of the inflow flow rate becomes lower, thereby reducing the overrun phenomenon of the water meter. It should be noted that reducing the upper pressure increase during the pressure accumulation operation and slowly increasing the discharge pressure during the pressure accumulation operation may be performed independently of each other, or both may be used in combination.

【0020】図6は、少水量停止後のポンプの再始動時
の加速時間を長く設定することによる対策を示す。図中
点線は従来の方法を示し、実線は本実施形態例による方
法を示す。少水量がフロースイッチ20で検出され、所
定時間の運転の経過後時刻t1でポンプの速度をゼロと
し、ポンプの運転を停止する。すると、吐出圧力が徐々
に低下し、圧力p1に到達するとポンプを再始動する。
この時のポンプの速度の上昇が従来は図中点線で示すよ
うに例えば1秒程度であった。このポンプ速度を目標吐
出圧力となる速度迄の上昇時間を図中実線で示すように
3秒程度と長くする。このようにすることによって、ポ
ンプの再始動時にタンクに蓄圧される流入流量が図示す
るようにそのパルスの山が著しく低減し、連続的に定常
状態につながる。これにより量水器の過進現象が著しく
低減される。なお、吐出圧力はオーバシュートを生じる
ことなく、滑らかに目標吐出圧力に到達する。なお、吐
出流量はポンプの停止時にも圧力タンク16から水が末
端需要家側に供給されるので、ポンプの運転停止状態に
も拘わらず、一定量が供給される。なお、このようにポ
ンプ始動時の吐出圧力のオーバーシュートをなくすこと
で、有効に量水器の過進現象を防止できるが、ポンプの
運転速度制御系のPI制御のゲインを下げる、又は積分
値を上げる等の対策により、同様に滑らかなポンプの再
始動を行うことができる。
FIG. 6 shows a countermeasure by setting a longer acceleration time when restarting the pump after stopping the small amount of water. In the figure, a dotted line indicates a conventional method, and a solid line indicates a method according to the present embodiment. When a small amount of water is detected by the flow switch 20, the speed of the pump is set to zero at time t1 after the operation for a predetermined time has elapsed, and the operation of the pump is stopped. Then, the discharge pressure gradually decreases, and when the pressure reaches the pressure p1, the pump is restarted.
At this time, the pump speed increased conventionally, for example, about 1 second as shown by a dotted line in the figure. The time required for the pump speed to rise to the target discharge pressure is increased to about 3 seconds as shown by the solid line in the figure. By doing so, the peak of the pulse is remarkably reduced as shown in the flow rate of the inflow stored in the tank when the pump is restarted, and the steady state is continuously achieved. As a result, the overrun phenomenon of the water meter is significantly reduced. The discharge pressure smoothly reaches the target discharge pressure without overshooting. In addition, since the water is supplied from the pressure tank 16 to the end customer side even when the pump is stopped, a fixed amount is supplied regardless of the operation stop state of the pump. By eliminating the overshoot of the discharge pressure at the start of the pump in this way, the water meter can be effectively prevented from excessively moving. However, the PI control gain of the pump operation speed control system is reduced or the integral value is reduced. Similarly, smooth restart of the pump can be performed by taking measures such as raising the pressure.

【0021】以上に各種の量水器の過進現象を抑制する
ための対策例を示したが、これらの組合せ、或いは変形
例を用いて更に過進現象の抑制を行うことができること
は勿論である。
Although examples of countermeasures for suppressing the excessive movement of various water meters have been described above, it is needless to say that the excessive phenomenon can be further suppressed by using a combination or a modified example thereof. is there.

【0022】[0022]

【発明の効果】以上説明したように、本発明によれば、
水道本管等に直結される給水装置において、その流入側
に量水器を設置した場合においても、その量水器の過進
現象を防止して正確な使用水量の積算が可能となる。
As described above, according to the present invention,
In a water supply device directly connected to a water main or the like, even when a water meter is installed on the inflow side of the water supply device, it is possible to prevent an excessive phenomenon of the water meter and accurately accumulate the used water amount.

【図面の簡単な説明】[Brief description of the drawings]

【図1】給水装置の概要を示す図である。FIG. 1 is a diagram showing an outline of a water supply device.

【図2】少水量停止動作時の、吐出圧力、吐出流量、流
入流量、ポンプ速度をそれぞれ示す図である。
FIG. 2 is a diagram illustrating a discharge pressure, a discharge flow rate, an inflow flow rate, and a pump speed during a small water amount stop operation.

【図3】少水量停止動作の発生頻度を示す図であり、
(a)は従来例を示し、(b)は本発明の実施の形態例
を示す。
FIG. 3 is a diagram showing the frequency of occurrence of a small water volume stop operation;
(A) shows a conventional example, and (b) shows an embodiment of the present invention.

【図4】少水量停止動作時の流入流量を示す図であり、
(a)は従来の通常のサイズの圧力タンクを採用した場
合を示し、(b)は本発明の実施形態例の小さな容量の
圧力タンクを採用した場合を示す。
FIG. 4 is a diagram showing an inflow flow rate during a low water volume stop operation;
(A) shows a case where a conventional normal-sized pressure tank is adopted, and (b) shows a case where a small-capacity pressure tank according to the embodiment of the present invention is adopted.

【図5】少水量停止動作時の(a)吐出圧力、(b)流
入流量を示す図であり、図中点線は従来の上昇圧及び速
度の蓄圧運転を示し、図中実線は本発明の実施形態例の
上昇圧及び速度の蓄圧運転を示す。
5A and 5B are diagrams showing (a) discharge pressure and (b) inflow flow rate during a low-water-volume stop operation, in which a dotted line indicates a conventional upward pressure-increasing and speed-accumulating operation, and a solid line in the diagram indicates the present invention. Fig. 3 shows an operation of accumulating pressure at an upper pressure and a speed in the embodiment.

【図6】少水量停止動作時の、吐出圧力、吐出流量、流
入流量、ポンプ速度をそれぞれ示す図であり、図中点線
は従来のポンプ再始動時の加速時間の例を示し、図中実
線は本発明の実施形態例のポンプ再始動時の加速時間の
例を示す。
FIG. 6 is a diagram showing a discharge pressure, a discharge flow rate, an inflow flow rate, and a pump speed at the time of a small water amount stop operation, and a dotted line in the figure shows an example of a conventional acceleration time when the pump is restarted, and a solid line in the figure. Shows an example of the acceleration time when the pump is restarted according to the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

11 ポンプ 12 流入管 13 吐出管 15 逆止弁 16 圧力タンク 17,18 圧力センサ 19 制御盤 20 フロースイッチ 21 流入側量水器 22 需要家側量水器 DESCRIPTION OF SYMBOLS 11 Pump 12 Inflow pipe 13 Discharge pipe 15 Check valve 16 Pressure tank 17, 18 Pressure sensor 19 Control panel 20 Flow switch 21 Inlet side water meter 22 Customer side water meter

フロントページの続き (72)発明者 八木 薫 東京都大田区羽田旭町11番1号 株式会社 荏原製作所内 Fターム(参考) 2F030 CC02 CD20 CE12 CF05 CF07 CF08 CF20 3H045 AA09 AA12 AA23 BA00 BA03 BA07 BA22 CA02 CA03 CA06 DA01 DA05 EA13 EA14 Continued on the front page (72) Inventor Kaoru Yagi 11-1 Haneda Asahimachi, Ota-ku, Tokyo F-term in Ebara Corporation (reference) 2F030 CC02 CD20 CE12 CF05 CF07 CF08 CF20 3H045 AA09 AA12 AA23 BA00 BA03 BA07 BA22 CA02 CA03 CA06 DA01 DA05 EA13 EA14

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 流入側に量水器を備え、該量水器で計量
された水をポンプを用いて加圧して末端需要家に送水す
る給水装置であり、該給水装置は使用水量が極少水量に
なった時にポンプの運転を停止する少水量停止機能を備
え、該少水量停止機能が前記流入側に備えた量水器の過
進現象を抑制する設定条件を備えたことを特徴とする給
水装置。
1. A water supply device provided with a water meter on an inflow side, which pressurizes water measured by the water meter using a pump and sends the water to end-users, wherein the water supply device uses an extremely small amount of water. It is provided with a small water volume stop function for stopping the operation of the pump when the water volume is reached, and the small water volume stop function is provided with a setting condition for suppressing an excessive phenomenon of the water meter provided on the inflow side. Water supply device.
【請求項2】 前記設定条件は、少水量停止動作の発生
頻度を低減するものであることを特徴とする請求項1に
記載の給水装置。
2. The water supply device according to claim 1, wherein the setting condition is to reduce the frequency of occurrence of a small water amount stop operation.
【請求項3】 前記設定条件は、少水量停止時に蓄圧す
る圧力タンクの容量を低減したものであることを特徴と
する請求項1に記載の給水装置。
3. The water supply apparatus according to claim 1, wherein the set condition is that the capacity of a pressure tank that accumulates pressure when a small amount of water is stopped is reduced.
【請求項4】 前記設定条件は、少水量停止時に蓄圧す
る際に、上昇圧を小とし、及び/又は、ゆっくり上昇さ
せるものであることを特徴とする請求項1に記載の給水
装置。
4. The water supply apparatus according to claim 1, wherein the set condition is such that when accumulating pressure when the small amount of water is stopped, the rising pressure is reduced and / or slowly increased.
【請求項5】 前記設定条件は、少水量停止後のポンプ
始動時に、ソフトスタートの加速時間を長く設定したも
のであることを特徴とする請求項1に記載の給水装置。
5. The water supply device according to claim 1, wherein the set condition is such that a soft start acceleration time is set to be long when the pump is started after a small amount of water is stopped.
JP34196399A 1999-12-01 1999-12-01 Operation method of water supply equipment Expired - Lifetime JP4864185B2 (en)

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Application Number Priority Date Filing Date Title
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JP4864185B2 JP4864185B2 (en) 2012-02-01

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110185094A (en) * 2019-05-21 2019-08-30 上海威派格智慧水务股份有限公司 It is a kind of list tank body add water tank type structure without negative pressure secondary water supply

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103541890B (en) * 2013-10-30 2016-02-24 房飞 Self-priming pump

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58180796A (en) * 1982-04-19 1983-10-22 Hitachi Ltd Pressure tank water supply system
JPH039096A (en) * 1989-06-06 1991-01-16 Ebara Corp Variable speed feed water supply device and operation method thereof
JPH03123820A (en) * 1989-10-09 1991-05-27 Aichi Tokei Denki Co Ltd Flow rate sensor and flowmeter for fluid and fluid supply device including them
JPH08277782A (en) * 1995-04-04 1996-10-22 Ebara Corp Variable speed water feeding device
JPH09217683A (en) * 1996-02-14 1997-08-19 Ebara Corp Variable speed water supply device
JPH1082371A (en) * 1995-04-20 1998-03-31 Ebara Corp Water supply system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58180796A (en) * 1982-04-19 1983-10-22 Hitachi Ltd Pressure tank water supply system
JPH039096A (en) * 1989-06-06 1991-01-16 Ebara Corp Variable speed feed water supply device and operation method thereof
JPH03123820A (en) * 1989-10-09 1991-05-27 Aichi Tokei Denki Co Ltd Flow rate sensor and flowmeter for fluid and fluid supply device including them
JPH08277782A (en) * 1995-04-04 1996-10-22 Ebara Corp Variable speed water feeding device
JPH1082371A (en) * 1995-04-20 1998-03-31 Ebara Corp Water supply system
JPH09217683A (en) * 1996-02-14 1997-08-19 Ebara Corp Variable speed water supply device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110185094A (en) * 2019-05-21 2019-08-30 上海威派格智慧水务股份有限公司 It is a kind of list tank body add water tank type structure without negative pressure secondary water supply

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