JP3872437B2 - Water supply system in waterworks - Google Patents
Water supply system in waterworks Download PDFInfo
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- JP3872437B2 JP3872437B2 JP2003026762A JP2003026762A JP3872437B2 JP 3872437 B2 JP3872437 B2 JP 3872437B2 JP 2003026762 A JP2003026762 A JP 2003026762A JP 2003026762 A JP2003026762 A JP 2003026762A JP 3872437 B2 JP3872437 B2 JP 3872437B2
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Description
【0001】
【産業上の利用分野】
この発明は、上水道における給水システム、殊に加圧給水システムに関するものであり、水の使用量の変動、本管水圧の低下に関わりなく、安定的に低区給水系及び高区給水系への給水を行うことができ、また、本管水圧を利用して高区給水の加圧を行い、また本管水圧を減圧(受水層に貯め圧力0に)して一定圧に近い圧力で低区給水を行うことにより、当該給水圧の為の消費電力を節減することが出来るものである。
【0002】
【従来の技術】
上水道においては、比較的低い地区へ給水する低区給水系と、比較的高い地区に給水する高区給水系とがあり、また、水道本管から受水槽に補給して、水位計とバルブの開度調整によって、所定の水量を受水槽に減圧して貯留し、この受水槽から取り入れて、低区給水系、高区給水系にそれぞれのポンプで所定水圧で給水するのが一般的であり、水道本管の水圧変動(時間帯による水使用量の変動の為の水圧変動等)、低区給水系、高区給水系の水使用量の変動に関わらず、低区給水系、高区給水系にそれぞれ所定圧力で給水するようになっているのが一般的である。
このような上水道における従来の給水システムでは、受水槽が開放型であるために、低区給水系、高区給水系のいずれについても、ゼロ圧(受水槽圧)から、低区給水系への給水圧(例えば0・15Mpa)に、或いは高区給水系への給水圧(例えば0.5〜0.55Mpa)に、それぞれのポンプで加圧することになっている。このため、水道本管の水圧エネルギーが受水槽で大気に放出されて、無駄に消耗されていることになる(但し、この従来技術を記載した文献は見当らない)。
【0003】
また、受水槽への貯水は、引込水道本管の水の動きが少量時、本管圧力が上昇時の夜間及び日中の水使用量の少ない時に行なう。ところで、水道本管からの補給量が低区給水系、高区給水系への給水量に対して不足する時、この不足分を受水槽の貯水で補って、給水不足が生じないようにしている。このような給水不足が生じる異常事態は、火事の発生による消火活動時、病院等が活動を開始して一斉に多量の水が使用される時などに発生するが、この異常事態への対応に支障のないように、受水槽、低区給水系、高区給水系への加圧給水システムが設計され、運転されているが、この場合も水道本管の水圧エネルギーを利用しないので加圧給水ポンプの消費電力が大きい。
【0004】
他方、水道本管から受水槽への補給量と低区給水系、高区給水系による水使用量とがほぼバランスしている時は、受水槽内の貯水は消費されないので、受水槽内の水の入れ換わりが緩やかであり、消費量が少ない状態が長時間続くと受水槽内の水が劣化(死水化)する可能性もある。従って、受水槽への補給を制御して、受水槽から低区給水系、高区給水系への給水により、受水槽の貯水が一定時間で完全に入れ換わるようにすることが必要である。
【0005】
【発明が解決しようとする課題】
この発明は、上水道の低区給水系及び高区給水系への給水システムにおける上記従来技術の問題を解消することを目的とし、水道本管の水圧エネルギーを有効に利用することによって、低区給水系、高圧給水系への加圧給水の為のポンプの消費電力を節減し、また、低区給水系及び高区給水系の水使用量の大小に関わらず、受水槽の水が自然に入れ換わるように、低区給水系及び高区給水系への給水システムを工夫することをその課題とするものである。
【0006】
【課題を解決するための手段】
上記課題を解決のために工夫した給水システムは、水道本管に流量調節弁を介して接続された受水槽と、当該受水槽に低区給水系及び高区給水系が接続されており、これらの低区給水系及び高区給水系にそれぞれ所定水圧で給水する上水道の給水システムを前提として、次の(1)〜(6)によって構成されるものである。
(1)上記受水槽内に密閉されたポンプ室を設け、当該ポンプ室に水道本管からの枝管を流量調節弁を介して接続していること。
(2)上記ポンプ室に補充水管を設け、当該補充水管を逆止弁と流量調節弁を介して受水槽に解放していること。
(3)上記ポンプ室に密閉タンク型水中ポンプを設置し、当該水中ポンプの吐出管を高区給水系の給水管に接続していること。
(4)さらに、水道本管からの枝管を流量調節弁を介して受水槽に解放していること。
(5)上記受水槽に流量調節弁を介して低区給水系の給水管を接続していること。
(6)上記水中ポンプの駆動モータがインバーター制御による可変速モータであること。
【0007】
【作用】
上記受水槽は所定量の水を貯留することができ、水道本管の枝管から流量調節弁を介して上記受水槽に補給し、この補給量を調節することによって、所定の水位に保持され、上記受水槽の位置は給水圧0.15Mpa以下にならないように高台地区に設置されている。
【0008】
他方、ブースターポンプ(水中ポンプ)は常時水が満たされていて、水道本管水圧によって加圧され、水道本管からの枝管に設けられた上記流量調節弁の開度調節によって、所定圧(0.15Mpa)以下にならないように制御される。
水中ポンプは、ポンプ室圧力を高区給水系への給水圧力(水道給水圧力が一定になるよう、例えば0.5〜0.55Mpa)まで加圧するものであり、高区給水系への給水を行い、その吐出圧力が上記給水圧力(末端圧一定制御になるよう、例えば末端で0.15Mpa)に保持されるように、その回転速度が制御される。
この場合の水中ポンプの消費電力は、ポンプ室吸込圧力(例えば0.15〜0.3Mpa)と吐出圧力(例えば0.5〜0.55Mpa)の差分の加圧に要するものであるから、水道本管の水圧によるポンプ室の圧力(例えば0.2〜0.4Mpa)分だけ消費電力が節減される。
【0009】
また、水道本管(引込本管)からの給水の一部を枝管に分流させ、この枝管の流量調節弁で分流量を調節して(例えば、夜間及び日中の水使用量の少ない時)これを受水槽に補充する。そして、この受水槽への補充量の調節によって、受水槽の水位を低区給水系への給水圧力(例えば高台地区の標高により0.15Mpa以上)に保持している。そして、低区給水系への給水圧力は高台地区に設けた受水槽設置圧力であり、低区給水系への給水についての水中ポンプによる加圧は無いので、低区給水系への給水の加圧の為の消費電力はゼロである。
【0010】
また、高区給水系における水使用量が異常に多く、水道本管からの枝管による流量では不足する場合はポンプ室に接続された補充水管の逆止弁が自動的に開き、受水槽内の水を吸い込み、この水と本管吸込み圧力が0.15Mpa以下とならないようにし、本管吸込み水と一緒に水中ポンプで加圧して、これを高区給水系に給水する。この場合も水中ポンプの回転速度を調節することによって所定圧力(末端圧0.15Mpa一定になるよう、例えば0.5〜0.55Mpa)に加圧することができる。
【0011】
また、通常は受水槽の水は低区給水系への給水として常時消費され、受水槽の水は常時入れ換わっているので、受水槽の水が滞留して劣化する可能性はない。他方、高区給水系への給水は、受水槽を経ないで、水道本管からポンプ室、水中ポンプ(立型水中ブースターポンプ)を経て、高区給水系へ直接給水される。
【0012】
【実施態様1】
実施態様1は、解決手段における水中ポンプが、立型の水中ブースターポンプであることである。
【0013】
【実施態様2】
実施態様2は、解決手段における受水槽を2以上並列に配置し、各受水槽の水中ポンプを高区給水系への給水管に対して常時1台運転をし、1台予備とし交互運転とし並列に接続していることである。
【0014】
【実施態様3】
実施態様3は、実施態様2において、低区給水系の給水管を各受水槽に並列に接続したことである。
【0015】
【実施の形態】
次いで、図面を参照しつつ、実施例を説明する。
この実施例は、貯水容量50〜1000tの受水槽1を並列に2つ設け(なお、給水人口により異なるが)、各受水槽1にそれぞれ密閉されたポンプ室2を設けている。この受水槽1は所定の貯水量の水位に保たれ、この時、受水槽の位置は給水圧0.15Mpa以下にならないように高台地区に設置されている。
【0016】
左右の受水槽1,1のポンプ室2,2にそれぞれ最大容量が0.3から5.00m3/分(最高回転速度3000rpm)(給水人口により異なるが)の水中ポンプ(立型水中ブースターポンプ)3が設置されている。これらの左右の水中ポンプ3,3は、吐出管4に互いに並列に接続されており、水中ポンプ3と吐出管4との間に流量調節弁(スルース弁)5を介在させている。
左右のポンプ室2,2は、水道本管からの枝管6に互いの並列に接続されている。この枝管6とポンプ室2との間に電動流量調節弁7が介在していて、ポンプ室2への給水圧(一次側本管給水住民の給水圧)が0.15Mpa以下にならないようにポンプ室2の圧力計測信号に基づいて、電動流量調節弁7の開度が自動調節される。
【0017】
上記吐出管4は高区給水管8に流量調節弁(スルース弁)9を介して接続されている。なお、左右の受水槽1,1は普段は共通水位となっているが互いに独立にすることができる。また、水使用量の大小に応じて、上記水中ポンプは左右いずれか単独で、あるいは両方の運転で加圧給水を行うようにしている。
【0018】
また、ポンプ室2に設けられている補充水管11が受水槽1に解放しており、また、補充水管11に逆止弁および流量調節弁(スルース弁)12が設けられていて、高区給水系の水使用量が異常に多量の時に、前記水中ポンプはフル回転し、水道本管の枝管からの給水では不足する場合上記補充水管11の逆止弁が自動的に開いて、受水槽1からも水がポンプ室2に補充されるようになっている。
また、低区給水系への給水管13が、左右の受水槽1,1に互いに並列に接続されていて、受水槽1の標高位置(高台)により水圧0.15Mpaで低区に給水するようになっている。
【0019】
上水道の給水システムは24時間運転されているので、水道本管から枝管6を介して水圧0.15Mpa以上でポンプ室に常時給水され、水中ポンプ3による吐出管4への給水量の変動に関わりなくポンプ室2の水圧がほぼ0.15Mpa以上に保たれるように、電動流量調節弁7の開度を調節することによって、枝管6からポンプ室2への補給水圧は自動的にほぼ0.15Mpa以下にならないように制御される。
ポンプ室2内の水が水中ポンプ3によって、末端一定になるように加圧されて吐出管4に給水される。水中ポンプ3から吐出管4への給水圧力は、水中ポンプの回転速度の調節によって、高区給水系の水使用量の変動に関わりなく、自動的に一定に制御される。そして、吐出管4に圧送された水は流量調節弁(スルース弁)9を経て高区給水管8に送られる。また、上記標高の高台に設けられた互いに並列に接続された左右の受水槽1,1は、その水圧0.15Mpa以上で低区給水管14に給水するようになっている。
【0020】
低区給水系の水使用量が異常に多い時は、受水槽の水位が低下する傾向を示すので、受水槽への電動流量調節弁10の開度が拡大され、枝管6から受水槽1への補給量が増大するが、それでもなお不足するときは、受水槽異状水位低下により異状通報をして係員が現場にて原因を確認することにした。高区給水には水中ポンプ3,3の回転速度が制御され、その吐出量が増大するので、吐出管4の給水圧力一定に保たれるようにポンプには「余裕」をもたせている。
【0021】
高区給水系の水使用量が異常に多い時は、電動流量調査弁7の開度が拡大され、また、受水槽の補充水管11の逆止弁および流量調節弁(スルース弁)12が開かれて、水道本管の枝管6からの給水圧0.15Mpaに保ち(電動流量調節弁7にて調節)つつ、受水槽1から吸い込んだ水を水中ポンプ3で加圧して吐出管4に送り込む。
【0022】
高区給水系、低区給水系による水使用量が異常に多くて、受水槽の水位が低下する(例えば,地震とかで本管破損又は火災発生時に起こる)異状事態は度々生じるものではない。
なお、上記受水槽の手前に集落がある場合、この集落には上記受水槽の手前の水道本管の枝管から給水する。
【0023】
以上説明したとおり、この発明の給水システムによれば、高区給水系への給水圧力は、引込本管の水圧をそのまま使用し、不足分を水中ポンプで加圧して、これを高区給水系へ供給するだけであるから、開放型タンクの水を加圧して低区給水系及び高区給水系へ給水する従来の給水システムに比して、給水加圧ポンプの消費電力を大幅に節減することができる。
また、受水槽の水圧を低区給水系の給水圧力に保持して、受水槽から自然流下により低区給水系へ給水するから、低区給水系の水使用量の大小に関わらず、受水槽内の水の入れ換えが常時なされる。従って、受水槽内に水が滞留することなく水が劣化(死水化)するという問題はない。
【図面の簡単な説明】
【図1】実施例の平面図である。
【図2】実施例の概略縦断面図である。
【符号の説明】
1・・・受水槽
2・・・密閉ポンプ室
3・・・水中ポンプ(立型水中ブースターポンプ)
4・・・吐出管
5・・・流量調節弁
6・・・枝管
7・・・電動流量調節弁
8・・・高区給水管
9・・・流量調節弁
10・・・電動流量調節弁
11・・・補充水管
12・・・流量調節弁
13・・・低区給水系への給水管
14・・・低区給水管
MH・・・マンホル[0001]
[Industrial application fields]
The present invention relates to a water supply system in a water supply, and more particularly to a pressurized water supply system, which can be stably applied to a low ward water supply system and a high ward water supply system regardless of fluctuations in the amount of water used and a decrease in main water pressure. Can supply water, pressurize high district water supply using main water pressure, reduce main water pressure (stored in water receiving layer to zero pressure), and reduce pressure close to constant pressure By performing district water supply, power consumption for the water supply pressure can be reduced.
[0002]
[Prior art]
In the water supply system, there are a low water supply system that supplies water to relatively low districts and a high ward water supply system that supplies water to relatively high districts. By adjusting the opening, it is common to reduce the amount of water stored in the water receiving tank, store it in this water receiving tank, and supply water to the low water supply system and the high water supply system at the specified water pressure with each pump. Regardless of fluctuations in water usage in the water mains (such as fluctuations in water pressure due to fluctuations in water usage due to time zones), low ward water supply systems, high ward water supply system water usage fluctuations, In general, water is supplied to the water supply system at a predetermined pressure.
In the conventional water supply system in such a water supply, since the water receiving tank is an open type, in both the low ward water supply system and the high ward water supply system, from zero pressure (water receiving tank pressure) to the low ward water supply system It is supposed to pressurize with each pump to supply water pressure (for example, 0 * 15 Mpa) or to supply water pressure (for example, 0.5-0.55 Mpa) to a high ward water supply system. For this reason, the water pressure energy of the water main is discharged to the atmosphere in the water receiving tank, and is wasted. (However, there is no document describing this prior art).
[0003]
In addition, water storage in the water receiving tank is performed when there is little movement of water in the main water supply and when the water usage is low at night and during the day when the main pressure rises. By the way, when the replenishment amount from the water main is insufficient with respect to the water supply to the low ward water supply system and the high ward water supply system, this shortage is compensated with the water storage in the receiving tank so that there is no shortage of water supply. Yes. Such an abnormal situation that causes a shortage of water supply occurs when a fire extinguishes due to a fire, or when hospitals start their activities and a large amount of water is used all at once. Pressurized water supply system for receiving tank, low ward water supply system, and high ward water supply system is designed and operated so as not to hinder, but in this case too, water pressure energy of the water main is not used, so pressurized water supply The power consumption of the pump is large.
[0004]
On the other hand, when the replenishment amount from the water main to the water receiving tank and the water usage by the low ward water supply system and the high ward water supply system are almost balanced, the water stored in the water receiving tank is not consumed. If the exchange of water is slow and the consumption is low, the water in the water receiving tank may be deteriorated (dead water). Therefore, it is necessary to control the replenishment to the water receiving tank so that the water stored in the water receiving tank is completely replaced in a certain time by water supply from the water receiving tank to the low ward water supply system and the high ward water supply system.
[0005]
[Problems to be solved by the invention]
The present invention aims to solve the above-mentioned problems in the prior art in the water supply system for the low water supply system and the high water supply system of the water supply, and by effectively utilizing the water pressure energy of the water main, The power consumption of the pump for pressurized water supply to the high-pressure and high-pressure water supply systems is reduced, and the water in the receiving tank can be put in naturally regardless of the amount of water used in the low and high water supply systems. As an alternative, the task is to devise water supply systems for the low ward water supply system and the high ward water supply system.
[0006]
[Means for Solving the Problems]
The water supply system devised to solve the above problems is a water receiving tank connected to the water main through a flow control valve, and the low water supply system and the high water supply system are connected to the water receiving tank. On the premise of a water supply system for waterworks that supplies water at a predetermined water pressure to each of the low ward water supply system and the high ward water supply system, the following (1) to (6) are configured.
(1) A sealed pump chamber is provided in the water receiving tank, and a branch pipe from the water main is connected to the pump chamber via a flow rate control valve.
(2) A replenishment water pipe is provided in the pump chamber, and the replenishment water pipe is opened to the water receiving tank through a check valve and a flow rate control valve.
(3) A sealed tank type submersible pump is installed in the pump chamber, and the discharge pipe of the submersible pump is connected to the water supply pipe of the high ward water supply system.
(4) Furthermore, the branch pipe from the water main is opened to the water receiving tank through the flow rate control valve.
(5) The low water supply system water supply pipe is connected to the water receiving tank via a flow rate control valve.
(6) The drive motor of the submersible pump is a variable speed motor by inverter control.
[0007]
[Action]
The water receiving tank can store a predetermined amount of water, and is supplied to the water receiving tank from a branch pipe of a water main through a flow rate adjusting valve, and is maintained at a predetermined water level by adjusting the amount of supply. The water tank is installed in the hill area so that the water supply pressure does not fall below 0.15 Mpa.
[0008]
On the other hand, the booster pump (submersible pump) is always filled with water and pressurized by the water main water pressure, and by adjusting the opening of the flow control valve provided in the branch pipe from the water main, a predetermined pressure ( 0.15 Mpa) or less.
The submersible pump pressurizes the pump chamber pressure up to the water supply pressure to the high ward water supply system (for example, 0.5 to 0.55 MPa so that the water supply water pressure becomes constant). The rotation speed is controlled so that the discharge pressure is maintained at the above-described feed water pressure (the terminal pressure is constant control, for example, 0.15 Mpa at the end).
The power consumption of the submersible pump in this case is required for pressurizing the difference between the pump chamber suction pressure (for example, 0.15 to 0.3 Mpa) and the discharge pressure (for example, 0.5 to 0.55 Mpa). Power consumption is reduced by the pressure in the pump chamber due to the main water pressure (for example, 0.2 to 0.4 Mpa).
[0009]
In addition, a part of the water supply from the water main (intake main) is diverted to the branch pipe, and the branch flow rate is adjusted by the flow control valve of this branch pipe (for example, the amount of water used at night and during the day is small). ) Add this to the water tank. And the water level of a water receiving tank is hold | maintained by the adjustment of the replenishment amount to this water receiving tank at the water supply pressure (for example, 0.15 Mpa or more by the altitude of a hill area) to a low ward water supply system. The water supply pressure to the low ward water supply system is the water tank installation pressure provided in the hill area, and there is no pressurization by the submersible pump for the water supply to the low ward water supply system. The power consumption for pressure is zero.
[0010]
In addition, when the water consumption in the Takaku water supply system is abnormally high and the flow rate from the branch pipe from the water main is insufficient, the check valve of the replenishment water pipe connected to the pump room opens automatically, The main water suction pressure is not increased below 0.15 Mpa, and the water is pressurized with a submersible pump together with the main water suction water to supply the water to the high ward water supply system. In this case as well, the pressure can be increased to a predetermined pressure (for example, 0.5 to 0.55 Mpa so that the terminal pressure is constant 0.15 Mpa) by adjusting the rotation speed of the submersible pump.
[0011]
Further, normally, the water in the water receiving tank is always consumed as the water supplied to the low ward water supply system, and the water in the water receiving tank is constantly replaced. Therefore, there is no possibility that the water in the water receiving tank stays and deteriorates. On the other hand, the water supply to the high ward water supply system is directly supplied to the high ward water supply system from the water main through the pump room and the submersible pump (vertical submersible booster pump) without passing through the water receiving tank.
[0012]
Embodiment 1
Embodiment 1 is that the submersible pump in the solution is a vertical submersible booster pump.
[0013]
In the second embodiment, two or more water receiving tanks in the solving means are arranged in parallel, and one submersible pump of each receiving tank is always operated with respect to the water supply pipe to the high ward water supply system, and one unit is set as a spare and is operated alternately. It is connected in parallel.
[0014]
[0015]
[Embodiment]
Next, examples will be described with reference to the drawings.
In this embodiment, two water receiving tanks 1 having a water storage capacity of 50 to 1000 t are provided in parallel (depending on the water supply population), and each water receiving tank 1 is provided with a sealed
[0016]
Submersible pumps (vertical submersible booster pumps) with a maximum capacity of 0.3 to 5.00 m 3 / min (maximum rotation speed 3000 rpm) (depending on the water supply population) in the
The left and
[0017]
The
[0018]
Further, a
Moreover, the
[0019]
Since the water supply system is operated for 24 hours, water is constantly supplied from the water main through the
The water in the
[0020]
When the amount of water used in the low ward water supply system is abnormally large, the water level of the water receiving tank tends to decrease, so the opening of the electric
[0021]
When the amount of water used in the Takaku water supply system is abnormally large, the opening degree of the electric flow rate survey valve 7 is expanded, and the check valve and flow rate control valve (sluice valve) 12 of the
[0022]
An unusual situation where the water usage of the high water supply system and the low water supply system is abnormally high and the water level of the water receiving tank decreases (for example, when a main breakage or a fire occurs due to an earthquake) does not occur frequently.
If there is a village in front of the water receiving tank, water is supplied to the village from the branch of the water main in front of the water receiving tank.
[0023]
As described above, according to the water supply system of the present invention, the water supply pressure to the high ward water supply system uses the water pressure of the main pipe as it is, pressurizes the shortage with the submersible pump, and supplies this to the high ward water supply system. Compared to the conventional water supply system that pressurizes the water in the open tank and supplies it to the low and high water supply systems, the power consumption of the water supply pressure pump is greatly reduced. be able to.
In addition, the water pressure in the water receiving tank is maintained at the water supply pressure in the low water supply system, and water is supplied from the water receiving tank to the low water supply system by natural flow, so the water receiving tank is used regardless of the amount of water used in the low water supply system. The water inside is always changed. Therefore, there is no problem that water is deteriorated (dead water) without water staying in the water receiving tank.
[Brief description of the drawings]
FIG. 1 is a plan view of an embodiment.
FIG. 2 is a schematic longitudinal sectional view of an embodiment.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ...
4 ... Discharge pipe 5 ... Flow
Claims (4)
上記受水槽内に密閉したポンプ室を設け、当該ポンプ室に水道本管からの枝管を流量調節弁を介して接続してあり、
上記ポンプ室に補充水管を設け、当該補充水管を逆止弁と流量調節弁を介して受水槽に解放してあり、
上記ポンプ室に密閉タンク型水中ポンプを設置して、当該水中ポンプの吐出管を高区給水系の給水管に接続してあり、
さらに、上記水道本管から分岐した枝管を流量調節弁を介して受水槽に解放してあり、
上記受水槽に流量調節弁を介して低区給水系の給水管を接続してあり、
上記水中ポンプの駆動モータがインバーター制御による可変速モータである上水道の給水システム。A water receiving tank connected to the water main through a flow control valve, and a low ward water supply system and a high ward water supply system are connected to the water receiving tank. In the water supply system of the water supply system that supplies water with water pressure,
A sealed pump chamber is provided in the water receiving tank, and a branch pipe from the water main is connected to the pump chamber via a flow control valve.
A replenishment water pipe is provided in the pump chamber, and the replenishment water pipe is opened to the water receiving tank through a check valve and a flow rate adjustment valve.
A closed tank type submersible pump is installed in the pump chamber, and the discharge pipe of the submersible pump is connected to the water supply pipe of the high ward water supply system,
Furthermore, the branch pipe branched from the water main is opened to the water receiving tank through the flow control valve,
Low water supply system water supply pipe is connected to the above water tank through a flow control valve,
A water supply system for waterworks in which the drive motor of the submersible pump is a variable speed motor controlled by an inverter.
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JP2003026762A JP3872437B2 (en) | 2003-02-04 | 2003-02-04 | Water supply system in waterworks |
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JP2003026762A JP3872437B2 (en) | 2003-02-04 | 2003-02-04 | Water supply system in waterworks |
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CN102392938A (en) * | 2011-08-05 | 2012-03-28 | 罗文峰 | Transportation system and method of high concentration solid granule suspending solution |
CN108005170B (en) * | 2017-11-30 | 2024-08-16 | 上海市政工程设计研究总院(集团)有限公司 | Double-water-source water taking pump house |
CN113502878A (en) * | 2021-07-20 | 2021-10-15 | 重庆昕晟环保科技有限公司 | Direct pressure-superposed secondary water supply equipment |
CN113529848A (en) * | 2021-08-25 | 2021-10-22 | 上海伺水科技有限公司 | Numerical control pressure-superposed compensation type integrated non-negative pressure water supply equipment |
CN114582113A (en) * | 2022-03-08 | 2022-06-03 | 山东工业职业学院 | Device for automatically selecting wireless transmission frequency for intelligent water affairs |
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