JPH07324375A - Control device of storm sewage pump - Google Patents

Control device of storm sewage pump

Info

Publication number
JPH07324375A
JPH07324375A JP12135194A JP12135194A JPH07324375A JP H07324375 A JPH07324375 A JP H07324375A JP 12135194 A JP12135194 A JP 12135194A JP 12135194 A JP12135194 A JP 12135194A JP H07324375 A JPH07324375 A JP H07324375A
Authority
JP
Japan
Prior art keywords
pump
rainwater
starting
water level
rainwater pump
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.)
Pending
Application number
JP12135194A
Other languages
Japanese (ja)
Inventor
Masaki Kunimi
正樹 國見
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.)
Toshiba Corp
Original Assignee
Toshiba 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 Toshiba Corp filed Critical Toshiba Corp
Priority to JP12135194A priority Critical patent/JPH07324375A/en
Publication of JPH07324375A publication Critical patent/JPH07324375A/en
Pending legal-status Critical Current

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  • Sewage (AREA)

Abstract

PURPOSE:To prevent the unnecessary starting and stopping of a storm sewage pump by controlling the opening and closing of an inflow gate and the rotating speed of the storm sewage pump on the basis of water level and the amount of rainfall, and providing a prescribed operating machine number control pattern. CONSTITUTION:When the measured values of a water gauge 1 in front of an inflow gate and a rain gauge reach regulated values or more, the inflow gate 2 is opened. When the measured value of a pump well water gauge 3 reaches a regulated value, a first storm sewage pump 8 is started. A machine number control pattern in which the starting water levels on and after the second storm sewage pump 9 are set higher than the level rise value during the starting of the pump 8 is selected to prevent the start of the pump 9 during the starting of the pump 8. After the starting, the rotating speed is controlled, and the water level is set between the water level of the pump 8 and the general starting level of the pump 9. After a prescribed time, the control pattern is switched to a machine number control pattern in which the starting level of the pump 9 is set to a general value, and those on and after the third storm sewage pump 10 are set higher than the level rise value during the starting of the pump 9. Thus, a wasteful starting can be prevented.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、市街地の幹線より流入
する雨水を河川等に排水する雨水ポンプ場の雨水ポンプ
制御装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rainwater pump controller for a rainwater pumping station for draining rainwater flowing in from an urban main line to a river or the like.

【0002】[0002]

【従来の技術】従来は、流入ゲート前水位計や雨量計の
データにより雨天と判断し、流入ゲートを開してポンプ
井に雨水を引き込むと、ポンプ井の水位が上昇し、ある
位置まで達すると1台目の雨水ポンプを運転し、さらに
水位が上昇し次の決められた位置に達すると2台目の雨
水ポンプを運転し、以後同様にして雨水流入量に応じて
設置された雨水ポンプの必要台数まで順次起動してゆ
く。また逆に雨水流入量が減少し、水位が下降すると、
決められた水位で雨水ポンプを順次停止してゆくように
していた。
2. Description of the Related Art Conventionally, when it is judged that it is raining on the basis of data from a water level gauge in front of an inflow gate or rain gauge, and when the inflow gate is opened and rainwater is drawn into the pump well, the water level in the pump well rises and reaches a certain position. Then, the first rainwater pump is operated, and when the water level further rises and reaches the next determined position, the second rainwater pump is operated, and thereafter, the rainwater pumps installed according to the rainwater inflow amount in the same manner. Start up sequentially until the required number of. Conversely, when the inflow of rainwater decreases and the water level drops,
I was trying to stop the rainwater pump at the set water level.

【0003】[0003]

【発明が解決しようとする課題】上記従来技術による
と、雨天時流入ゲートを開け、ポンプ井に雨水を引き込
み、ポンプ井の水位が上昇し1台目の雨水ポンプが起動
水位に達して雨水ポンプを起動する場合、雨水ポンプが
ディーゼルエンジン駆動のように起動時間が長く、かつ
吐出弁の開時間が長いと、雨水ポンプ起動中、または吐
出弁開動作中にポンプ井水位が上昇して2台目雨水ポン
プ起動水位に達すると、雨水ポンプ1台で排水可能な雨
水流入量にも拘らず2台目雨水ポンプが起動してしま
い、排水が始まると、ポンプ井水位が下降し停止水位で
停止して排水に不要な雨水ポンプまで起動/停止すると
いう問題があった。さらに3台目雨水ポンプ以降も上記
と同様、排水に不要な雨水ポンプまで起動/停止すると
いう問題があった。
According to the above prior art, the rainwater inflow gate is opened, rainwater is drawn into the pump well, the water level in the pump well rises, and the first rainwater pump reaches the start-up water level. If the rainwater pump starts for a long time like a diesel engine drive and the discharge valve is open for a long time, the pump well water level will rise during rainwater pump startup or during the discharge valve opening operation. When the rainwater pump start-up water level is reached, the second rainwater pump will start up regardless of the amount of rainwater inflow that can be drained by one rainwater pump, and when drainage begins, the pump well water level will drop and stop at the stop water level. Then, there was a problem that the rainwater pump, which is unnecessary for drainage, was started / stopped. Furthermore, after the third rainwater pump, as in the above case, there was a problem that even the rainwater pump, which is unnecessary for drainage, was started and stopped.

【0004】本発明は、上記問題を解決するためになさ
れたもので、その目的は複数台の雨水ポンプを台数制御
して不要な雨水ポンプの起動/停止が起らないようにし
た雨水ポンプ制御装置を提供することにある。
The present invention has been made to solve the above problems, and its purpose is to control a plurality of rainwater pumps to prevent unnecessary start / stop of rainwater pumps. To provide a device.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、本発明の請求項1は、流入雨水を排水するために一
度貯水するポンプ井と、前記ポンプ井に流入する雨水を
制御する流入ゲートと、流入雨水を河川等へ排水する雨
水ポンプと、前記流入ゲート手前の水位を測定する流入
ゲート前水位計と、前記ポンプ井に貯水した雨水の水位
を測定するポンプ井水位計と、降雨量を測定する雨量計
と、それらのデータを基に前記流入ゲートの開/閉,雨
水ポンプの回転数の制御,運転不要のポンプの起動/停
止を防ぐ台数制御パターンを有し、この台数制御パター
ンに従がい前記雨水ポンプの起動/停止を行なうプロセ
スコントローラとから構成されたことを特徴とする。
In order to achieve the above object, the first aspect of the present invention is to provide a pump well for temporarily storing inflow rainwater for drainage, and an inflow for controlling rainwater flowing into the pump well. A gate, a rainwater pump that drains the inflowing rainwater to a river, a water level gauge before the inflow gate that measures the water level in front of the inflow gate, a pump well water level meter that measures the water level of the rainwater stored in the pump well, and rainfall. It has a rain gauge that measures the amount of water, and has a unit control pattern that prevents the opening / closing of the inflow gate, control of the speed of the rainwater pump, and start / stop of pumps that do not require operation based on these data. And a process controller for starting / stopping the rainwater pump according to a pattern.

【0006】請求項2は、請求項1記載の雨水ポンプ制
御装置において、当該起動雨水ポンプの起動時に、次起
動雨水ポンプの起動水位を、当該起動雨水ポンプの起動
中に水位が上昇しても達しない位置とする台数制御パタ
ーンをいくつか用意し、雨水ポンプの追加起動がある度
に、それらの台数制御パターンをプロセスコントローラ
により切り換えるように構成されたことを特徴とする。
According to a second aspect of the present invention, in the rainwater pump control device according to the first aspect, when the starting rainwater pump is started, the starting water level of the next starting rainwater pump is increased even if the water level rises during the starting of the starting rainwater pump. It is characterized in that some number control patterns for the positions that do not reach are prepared, and each time the rainwater pump is additionally started, the number control patterns are switched by the process controller.

【0007】[0007]

【作用】ゲート前水位が規定値を越え且つ雨量計の測定
値が規定値以上となった場合、雨天と判断し流入ゲート
を開する。雨水はポンプ井に引き込まれ、ポンプ井水位
は雨水ポンプ1台目起動水位に達し、1台目雨水ポンプ
を起動する。ここで、台数制御パターンは、2台目雨水
ポンプ以降の起動水位を、1台目雨水ポンプ起動中の水
位上昇値より高く設定したものを選択し、1台目雨水ポ
ンプ起動中に2台目雨水ポンプが起動することを防ぐ。
1台目雨水ポンプが起動完了したならば、雨水ポンプの
回転数を制御し、水位が1台目雨水ポンプ水位と通常の
2台目雨水ポンプ起動水位の間となるようにする。そし
て、一定時間経過後に2台目雨水ポンプの起動水位は、
通常値で3台目雨水ポンプ以降の起動水位が2台目雨水
ポンプ起動中の水位上昇値より高く設定した台数制御パ
ターンに切り換える。2台目雨水ポンプ起動以降につい
ても前述と同様に切り換える。
[Operation] When the water level in front of the gate exceeds the specified value and the measured value of the rain gauge exceeds the specified value, it is determined that it is raining and the inflow gate is opened. Rainwater is drawn into the pump well, and the pump well water level reaches the first rainwater pump starting water level and starts the first rainwater pump. Here, as the number-of-units control pattern, the one in which the starting water level after the second rainwater pump is set higher than the water level rise value during the first rainwater pump startup is selected, and the second waterfall pump is activated during the first rainwater pump startup. Prevent the rainwater pump from starting.
Once the first rainwater pump has been started up, the rotation speed of the rainwater pump is controlled so that the water level is between the first rainwater pump water level and the normal second rainwater pump startup water level. And after a certain period of time, the starting water level of the second rainwater pump is
The unit control pattern is set so that the starting water level after the third rainwater pump is set higher than the water level rising value during the starting of the second rainwater pump with the normal value. After the start of the second rainwater pump, switch the same as above.

【0008】[0008]

【実施例】以下、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の構成図である。同図に示
すように、本実施例では、流入雨水を排水のために一度
貯水するポンプ井11と、ポンプ井11に流入する雨水
をせき止めたり、引き込んだりするための流入ゲート2
と、流入雨水を河川等へ排水するための1〜3号雨水ポ
ンプ8,9,10とから成る雨水ポンプ設備において、
流入ゲート2手前の水位を測定するための流入ゲート前
水位計1と、ポンプ井水位計3と、降雨量を測定するた
めの雨量計4と、それらのデータを基にゲート2を開/
閉する電動機12の起動/停止指令13を出力したり、
雨水ポンプ8〜10の回転数制御指令7を出力したり、
運転不要のポンプの起動/停止を防ぐための台数制御パ
ターンを有し、それに従がい雨水ポンプの起動/停止指
令6を出力するためのプロセスコントローラ5とから構
成された雨水ポンプ制御装置が配置されている。
Embodiments of the present invention will now be described with reference to the drawings. FIG. 1 is a block diagram of an embodiment of the present invention. As shown in the figure, in this embodiment, a pump well 11 that temporarily stores inflowing rainwater for drainage, and an inflow gate 2 for stopping or drawing in rainwater that flows into the pump well 11 are provided.
And a rainwater pump facility comprising Nos. 1 to 3 rainwater pumps 8, 9 and 10 for draining inflowing rainwater to a river,
Inflow gate 2 Water level meter 1 in front of the inflow gate to measure the water level, Pump well water level meter 3, Rain gauge 4 to measure rainfall, and gate 2 is opened based on these data.
Outputs the start / stop command 13 of the electric motor 12 to be closed,
Outputs the rotation speed control command 7 for the rainwater pumps 8 to 10,
A rainwater pump control device having a unit control pattern for preventing start / stop of pumps that do not require operation, and a process controller 5 for outputting a start / stop command 6 of the rainwater pump according to the pattern is arranged. ing.

【0009】次に、本実施例の作用について説明する。
図5は本実施例の運転フローチャートであり、また、図
2,図3,図4はそれぞれ台数制御パターンA,B,C
である。ここで、説明のため下記の通り各条件を設定す
る。 (a)ポンプ井の大きさ (b)雨水ポンプ能力…500(m3 /min)×3台 (c)台数制御パターンA,B,Cの水位設定値を下記
の通りとする。 パターンA;LLA …1m、H1A…2m、H2A…3m、
3A…4m、H4A…5m、H5A…6m、H6A…7m。 パターンB;LLB …1m、H1B…2m、H2B′…4
m、H3B…6m、H4B…7m、H5B…8m。 パターンC;LLC …1m、H1C…2m、H2C…3m、
3C…4m、H4C…6m、H5C…9m。 (d)流入ゲート前水位規定値…6m (e)降雨量規定値…5mm/h (e)雨水ポンプ起動時間…1分 吐出弁開時間…3分
Next, the operation of this embodiment will be described.
FIG. 5 is an operation flowchart of the present embodiment, and FIGS. 2, 3 and 4 are number control patterns A, B and C, respectively.
Is. Here, for the sake of explanation, each condition is set as follows. (A) Size of pump well (b) Rainwater pump capacity: 500 (m 3 / min) × 3 units (c) Water level set values of the number control patterns A, B, C are as follows. Pattern A; LL A ... 1 m, H 1A ... 2 m, H 2A ... 3 m,
H3A ... 4m, H4A ... 5m, H5A ... 6m, H6A ... 7m. Pattern B; LL B ... 1 m, H 1B ... 2 m, H 2 B ′ ... 4
m, H3B ... 6m, H4B ... 7m, H5B ... 8m. Pattern C; LL C ... 1 m, H 1C ... 2 m, H 2 C ... 3 m,
H3C ... 4m, H4C ... 6m, H5C ... 9m. (D) Water level in front of inflow gate: 6 m (e) Rainfall: 5 mm / h (E) Rainwater pump start-up time: 1 minute Discharge valve open time: 3 minutes

【0010】まず、流入ゲート2は全閉状態(ステップ
S1)にある。ここで、雨水が流入して流入ゲート前水
位計1が規定値の6mに達し(ステップS2)、且つ雨
量計4の値が規定値5mm/hに達すると(ステップS
3)、流入ゲート2を開し(ステップS4)、ポンプ井
11に雨水を引き込む。
First, the inflow gate 2 is in a fully closed state (step S1). Here, when rainwater flows in and the water level gauge 1 in front of the inflow gate reaches the specified value of 6 m (step S2) and the value of the rain gauge 4 reaches the specified value of 5 mm / h (step S
3) Open the inflow gate 2 (step S4) and draw rainwater into the pump well 11.

【0011】従来の技術では図2のパターンAのみでの
制御となり、例えば、雨水の流入量が400(m3 /m
in)であるとすると、ポンプ井水位計3の値がH
3 (4m)に達して1台目の雨水ポンプが起動し、雨水
ポンプ起動時間1分と吐出弁開時間3分の計4分が経過
する間に、ポンプ井水位は6.3mに達し、2台目の雨
水ポンプが起動してしまい、吐出を開始するとポンプ井
水位は下降し、2台目雨水ポンプ停止水位まで下がり雨
水ポンプは停止してしまう。
In the conventional technique, the control is performed only by the pattern A in FIG. 2, and, for example, the inflow of rainwater is 400 (m 3 / m).
in), the value of the pump well water gauge 3 is H
The first rainwater pump started up after reaching 3 (4m), and while the rainwater pump startup time was 1 minute and the discharge valve opening time was 3 minutes for a total of 4 minutes, the pump well water level reached 6.3m. When the second rainwater pump is started and the discharge is started, the pump well water level drops and the second rainwater pump stops reaching the water level, and the rainwater pump stops.

【0012】しかし、本実施例では、流入ゲート前水位
と降雨量により流入ゲート2が開すると、台数制御パタ
ーンは図3のパターンBを選択する(ステップS5)。
これにより、1台目雨水ポンプは起動水位(4m)に達
して起動し(ステップS6)、雨水ポンプ起動時間と吐
出弁の開時間の4(分)が経過し、ポンプ井水位が6.
3(m)まで上昇しても、2台目雨水ポンプは起動水位
が7mなので起動しない。次に、ポンプ回転数を制御し
(ステップS7)、ポンプ井水位を目標水位(1)の
4.5(m)一定になるようにして(ステップS8)、
台数制御パターンを図4のパターンCに切り換える(ス
テップS9)。ここでもし、雨水の流入量が増え雨水ポ
ンプ1台の能力(500m3 /min)を超えると、ポ
ンプ井水位が上昇する。ポンプ井水位が2台目雨水ポン
プの起動水位6(m)に達すると、2台目雨水ポンプは
起動する(ステップS10)。1台目雨水ポンプと同様
に4分経過する間に上昇し、雨水の流入量が800(m
3 /min)とすると、ポンプ井水位は8.2mに達す
るが、図4のパターンCでは3台目雨水ポンプの起動水
位が9mなので、3台目雨水ポンプは起動しない。
However, in this embodiment, when the inflow gate 2 is opened depending on the water level before the inflow gate and the amount of rainfall, the pattern B of FIG. 3 is selected as the unit control pattern (step S5).
As a result, the first rainwater pump reaches the starting water level (4 m) and is started (step S6), 4 (minutes) of the rainwater pump starting time and the discharge valve opening time have elapsed, and the pump well water level is 6.
Even if it rises to 3 (m), the second rainwater pump will not start because the starting water level is 7 m. Next, the pump rotation speed is controlled (step S7) so that the pump well water level is kept constant at 4.5 (m) of the target water level (1) (step S8).
The unit control pattern is switched to the pattern C in FIG. 4 (step S9). Here, if the inflow of rainwater exceeds the capacity of one rainwater pump (500 m 3 / min), the pump well water level rises. When the pump well water level reaches the starting water level 6 (m) of the second rainwater pump, the second rainwater pump is started (step S10). As with the first rainwater pump, it increased during 4 minutes and the inflow of rainwater was 800 (m
3 / min), the pump well water level reaches 8.2 m, but in Pattern C of FIG. 4, the third rainwater pump does not start because the starting water level of the third rainwater pump is 9 m.

【0013】次に、ポンプの回転数を制御(ステップS
11)してポンプ井水位を目標水位(2)の6.5
(m)一定になるようにして(ステップS12)、台数
制御パターンを図2のパターンAに切り換える(ステッ
プS13)。ここでもし、雨水の流入量が増え雨水ポン
プ2台の能力(1000m3 /min)を超えるとポン
プ井水位が上昇し、3台目雨水ポンプの起動水位(7
m)に達すると、3台目雨水ポンプを起動する。なお、
雨水の流入量が減少し、ポンプ井水位が下降した場合
は、その時点での台数制御パターンの停止水位に従がい
雨水ポンプを順次停止して行く。
Next, the rotational speed of the pump is controlled (step S
11) Then set the pump well water level to the target water level (2) of 6.5.
(M) The unit number control pattern is switched to the pattern A of FIG. 2 so as to be constant (step S12) (step S13). Here, if the inflow of rainwater exceeds the capacity of two rainwater pumps (1000 m 3 / min), the pump well water level rises and the third rainwater pump's starting water level (7
When it reaches m), start the third rainwater pump. In addition,
When the inflow of rainwater decreases and the pump well water level drops, the rainwater pumps are sequentially stopped according to the stop water level of the number control pattern at that time.

【0014】上述したように、本実施例によると、1台
目または2台目雨水ポンプが起動して、起動時間と吐出
弁開時間の4(分)経過する間にポンプ井水位が上昇し
ても、次の2台目または3台目の不必要な雨水ポンプが
起動することを避けることができる。
As described above, according to this embodiment, the first or second rainwater pump is activated, and the pump well water level rises during 4 (minutes) of the activation time and the discharge valve opening time. However, it is possible to avoid starting the unnecessary second rainwater pump of the second or third pump.

【0015】[0015]

【発明の効果】以上説明したように、本発明の雨水ポン
プ制御装置によると、雨水ポンプが起動する時の起動時
間や吐出弁の開時間の間に水位が上昇して、雨水の流入
量が雨水ポンプ1台で処理できるにも拘らず、次起動の
雨水ポンプを起動してしまうような無駄な起動を避ける
ことができる。
As described above, according to the rainwater pump control device of the present invention, the water level rises during the start-up time when the rainwater pump is started and the opening time of the discharge valve, and the inflow amount of rainwater is increased. Although it can be processed by one rainwater pump, it is possible to avoid a wasteful start-up such as starting a next rainwater pump.

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

【図1】本発明の一実施例の構成図。FIG. 1 is a configuration diagram of an embodiment of the present invention.

【図2】台数制御パターンAを示す図。FIG. 2 is a diagram showing a unit number control pattern A.

【図3】台数制御パターンBを示す図。FIG. 3 is a diagram showing a unit number control pattern B.

【図4】台数制御パターンCを示す図。FIG. 4 is a diagram showing a unit number control pattern C.

【図5】本発明の雨水ポンプ制御装置の運転フローチャ
ート。
FIG. 5 is an operation flowchart of the rainwater pump controller of the present invention.

【図6】ポンプ井の大きさ示す図。FIG. 6 is a diagram showing the size of a pump well.

【符号の説明】[Explanation of symbols]

1…流入ゲート前水位計、2…流入ゲート、3…ポンプ
井水位計、4…雨量計、5…プロセスコントローラ、6
…雨水ポンプの起動/停止指令、7…雨水ポンプの回転
数制御指令、8,9,10…雨水ポンプ、11…ポンプ
井、12…電動機、13…電動機の起動/停止指令。
1 ... Water level gauge before inflow gate, 2 ... Inflow gate, 3 ... Pump well water level gauge, 4 ... Rain gauge, 5 ... Process controller, 6
... start / stop command for rainwater pump, 7 ... rotation speed control command for rainwater pump, 8,9,10 ... rainwater pump, 11 ... pump well, 12 ... motor, 13 ... start / stop command for electric motor.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 流入雨水を排水するために一度貯水する
ポンプ井と、前記ポンプ井に流入する雨水を制御する流
入ゲートと、流入雨水を河川等へ排水する雨水ポンプ
と、前記流入ゲート手前の水位を測定する流入ゲート前
水位計と、前記ポンプ井に貯水した雨水の水位を測定す
るポンプ井水位計と、降雨量を測定する雨量計と、それ
らのデータを基に前記流入ゲートの開/閉,雨水ポンプ
の回転数の制御,運転不要のポンプの起動/停止を防ぐ
台数制御パターンを有し、この台数制御パターンに従が
い前記雨水ポンプの起動/停止を行なうプロセスコント
ローラとから構成されたことを特徴とする雨水ポンプ制
御装置。
1. A pump well for temporarily storing the inflowing rainwater to drain it, an inflow gate for controlling the rainwater flowing into the pump well, a rainwater pump for draining the inflowing rainwater to a river, and the front of the inflow gate. A water gauge before the inflow gate that measures the water level, a pump well water level meter that measures the water level of the rainwater stored in the pump well, a rain gauge that measures rainfall, and the opening / closing of the inflow gate based on these data. It comprises a process controller for controlling the number of revolutions of the rainwater pump, closing, controlling the number of revolutions of the rainwater pump, and controlling the number of pumps that do not require operation. A rainwater pump control device characterized by the above.
【請求項2】 請求項1記載の雨水ポンプ制御装置にお
いて、当該起動雨水ポンプの起動時に、次起動雨水ポン
プの起動水位を、当該起動雨水ポンプの起動中に水位が
上昇しても達しない位置とする台数制御パターンをいく
つか用意し、雨水ポンプの追加起動がある度に、それら
の台数制御パターンをプロセスコントローラにより切り
換えるように構成されたことを特徴とする雨水ポンプ制
御装置。
2. The rainwater pump control device according to claim 1, wherein the starting water level of the next starting rainwater pump is not reached even when the water level rises during the starting of the starting rainwater pump when the starting rainwater pump is started. A rainwater pump control device characterized in that it is configured such that several process control patterns are prepared, and each time the rainwater pump is additionally activated, the process controller switches the number control pattern.
JP12135194A 1994-06-02 1994-06-02 Control device of storm sewage pump Pending JPH07324375A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12135194A JPH07324375A (en) 1994-06-02 1994-06-02 Control device of storm sewage pump

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12135194A JPH07324375A (en) 1994-06-02 1994-06-02 Control device of storm sewage pump

Publications (1)

Publication Number Publication Date
JPH07324375A true JPH07324375A (en) 1995-12-12

Family

ID=14809131

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12135194A Pending JPH07324375A (en) 1994-06-02 1994-06-02 Control device of storm sewage pump

Country Status (1)

Country Link
JP (1) JPH07324375A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008057187A (en) * 2006-08-30 2008-03-13 Toshiba Corp Rainwater discharge pump system
EP2014922A2 (en) * 2007-05-28 2009-01-14 Oy Grundfos Pumput AB Sewage booster station
JP2010048020A (en) * 2008-08-22 2010-03-04 Toshiba Corp Monitoring control device
JP2013159925A (en) * 2012-02-02 2013-08-19 Toshiba Corp Sewage treatment system
CN106499041A (en) * 2016-10-28 2017-03-15 同济大学 A kind of Water Collection Tank in Drainage Pumping Station efficiently cuts dirty system

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008057187A (en) * 2006-08-30 2008-03-13 Toshiba Corp Rainwater discharge pump system
JP4690970B2 (en) * 2006-08-30 2011-06-01 株式会社東芝 Rainwater drainage pump system
EP2014922A2 (en) * 2007-05-28 2009-01-14 Oy Grundfos Pumput AB Sewage booster station
EP2014922A3 (en) * 2007-05-28 2014-07-09 Oy Grundfos Pumput AB Sewage booster station
JP2010048020A (en) * 2008-08-22 2010-03-04 Toshiba Corp Monitoring control device
JP2013159925A (en) * 2012-02-02 2013-08-19 Toshiba Corp Sewage treatment system
CN106499041A (en) * 2016-10-28 2017-03-15 同济大学 A kind of Water Collection Tank in Drainage Pumping Station efficiently cuts dirty system

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