JP2006070780A - Pump driving method in pump plant, pump driving device and pump plant - Google Patents

Pump driving method in pump plant, pump driving device and pump plant Download PDF

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JP2006070780A
JP2006070780A JP2004254391A JP2004254391A JP2006070780A JP 2006070780 A JP2006070780 A JP 2006070780A JP 2004254391 A JP2004254391 A JP 2004254391A JP 2004254391 A JP2004254391 A JP 2004254391A JP 2006070780 A JP2006070780 A JP 2006070780A
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pump
rotational speed
speed
water tank
installation hole
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JP4553664B2 (en
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Hiroshi Yamaguchi
弘史 山口
Ko Fujino
耕 藤野
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Ebara Corp
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Ebara Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a pump driving method in a pump site and a pump driving device, capable of suppressing surging even when a gate is used instead of a discharge valve and an axial-flow pump is used as a pump. <P>SOLUTION: In this pump driving method in the pump plant, a lower end opening of a pump installation hole is communicated with a water channel communicated with a pump suction water tank, and the pump is installed on the pump installation hole. The pump is normally started until the rotational speed of the pump reaches a predetermined rotational speed D preventing a water level of the pump suction water tank from becoming below an emergency pump stop setting water level. Then, the rotational speed is increased to rated speed E at a speed increasing rate which prevents a problem of surging, as indicated in A; is increased at an optimum speed increasing rate per rotational speed preset to prevent the problem of surging in accordance with water channel properties, as indicated in B; or is increased by predetermined amount, kept until a transient phenomenon is stopped and increased again by predetermined amount after the transient phenomenon is stopped, as indicated in C that these steps are repeated. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、ポンプ吸込水槽に連通する閉断面水路にポンプ設置孔の下端開口を連通し、該ポンプ設置孔にポンプを設置してあるポンプ機場のポンプ運転方法、ポンプ運転装置及びポンプ機場に関するものである。   The present invention relates to a pump operation method, a pump operation device, and a pump station in which a lower end opening of a pump installation hole communicates with a closed section water channel communicating with a pump suction water tank, and a pump is installed in the pump installation hole. It is.

図1はこの種のポンプ機場の構成例を示す図である。図示するように吸込み水路1に連通してポンプ吸込水槽2が設けられ、ポンプ吸込水槽2に連通する閉断面水路3が設置され、更に該閉断面水路3に連通してポンプ設置孔4が設けられている。そしてこのポンプ設置孔4にポンプ(立軸ポンプ)5が設置され、該ポンプ5が駆動機であるガスタービン6により減速機7を介して駆動されるようになっている。吸込み水路1とポンプ吸込水槽2の境には、スクリーン8が配置されている。また、9はポンプ吸込水槽2内の水位を検出する水位計である。   FIG. 1 is a diagram showing a configuration example of this type of pump station. As shown in the figure, a pump suction water tank 2 is provided in communication with the suction water channel 1, a closed cross-section water channel 3 is provided in communication with the pump suction water tank 2, and a pump installation hole 4 is provided in communication with the closed cross-section water channel 3. It has been. A pump (vertical shaft pump) 5 is installed in the pump installation hole 4, and the pump 5 is driven via a speed reducer 7 by a gas turbine 6 that is a drive machine. A screen 8 is arranged at the boundary between the suction water channel 1 and the pump suction water tank 2. Reference numeral 9 denotes a water level meter that detects the water level in the pump suction water tank 2.

上記構成のポンプ機場において、駆動機6を起動し、減速機7を介してポンプ5を駆動すると、ポンプ吸込口5aから吸込まれた水は、吐出弁10を通して吐出されるようになっている。   When the drive unit 6 is activated and the pump 5 is driven via the speed reducer 7 in the pump station having the above-described configuration, the water sucked from the pump suction port 5a is discharged through the discharge valve 10.

特開2003−293999号公報JP 2003-293999 A

上記構成のポンプ機場において、吸込み水路の高流速化が進み、且つ駆動機6に始動・停止時間が短いガスタービンを採用することが多くなってきている。これにより、従来のポンプ機場では問題とならなかった吸込み水路やポンプ吸込み水槽でもサージングの問題が生じやすくなっている。サージングが発生すると、例えば始動時においては、始動と同時に急激にポンプ吸込水槽2の水位101が図2に示すように非常停止設定水位102以下に下がり、ポンプ吸込水槽に設置してある水位計9がその水位103を検知し、ポンプ5が非常停止してしまい、始動できなくなるという問題が生じる。   In the pump station having the above-described configuration, a high speed flow of the suction water passage has been advanced, and a gas turbine having a short start / stop time has been increasingly adopted for the drive unit 6. As a result, the problem of surging is likely to occur even in a suction channel and a pump suction tank that were not a problem in a conventional pump station. When surging occurs, for example, at the time of start-up, the water level 101 of the pump suction water tank 2 suddenly drops below the emergency stop set water level 102 or less as shown in FIG. 2, and the water level gauge 9 installed in the pump suction water tank 9 However, there is a problem that the water level 103 is detected, and the pump 5 is brought to an emergency stop and cannot be started.

上記問題を解決するため、吐出弁10をゆっくり開閉する方法もあるが、大型のポンプ機場では、吐出弁10の代りにゲートを用いることがあり、長い時間ゲートを中間開度で操作することになり好ましくない。また、ポンプ5に軸流ポンプを用いる場合は、ポンプの締め切り運転はできないため、弁全開で始動する。弁による流量制御ができないと、急激にポンプ吐出し量が増加してサージングが発生してしまう。   In order to solve the above problem, there is a method of slowly opening and closing the discharge valve 10, but in a large pump station, a gate may be used instead of the discharge valve 10, and the gate is operated at an intermediate opening for a long time. It is not preferable. Further, when an axial pump is used as the pump 5, the pump cannot be closed, so the pump 5 is started with the valve fully open. If the flow rate cannot be controlled by the valve, the pump discharge amount increases rapidly and surging occurs.

本発明は上述の点に鑑みてなされたもので、吐出弁の代りにゲートを用いても、ポンプに軸流ポンプを用いた場合でもサージングを抑制できるポンプ機場のポンプ運転方法、ポンプ運転装置及びポンプ機場を提供することを目的とする。   The present invention has been made in view of the above-described points. A pump operation method for a pump station, a pump operation device, and a pump operation apparatus that can suppress surging even when a gate is used instead of a discharge valve or an axial pump is used as a pump. The purpose is to provide a pump station.

上記課題を解決するため請求項1に記載の発明は、ポンプ吸込水槽に連通する水路にポンプ設置孔の下端開口を連通し、前記ポンプ設置孔にポンプを設置した構成のポンプ機場のポンプ運転方法において、前記ポンプを前記ポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動し、その後定格回転速度までサージングの問題が発生しない範囲の増速率で速度を増速することを特徴とする。   In order to solve the above-mentioned problem, the invention according to claim 1 is a pump operation method for a pump station having a configuration in which a lower end opening of a pump installation hole is communicated with a water channel communicating with a pump suction water tank, and a pump is installed in the pump installation hole. The pump is normally started up to a predetermined rotational speed at which the water level of the pump suction tank does not fall below the emergency pump stop set water level, and then the speed is increased at a speed increase rate within a range where no surging problem occurs up to the rated rotational speed. It is characterized by doing.

請求項2に記載の発明は、ポンプ吸込水槽に連通する水路にポンプ設置孔の下端開口を連通し、前記ポンプ設置孔にポンプを設置した構成のポンプ機場のポンプ運転方法において、前記ポンプを前記ポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動し、その後定格回転速度まで水路特性に合わせて、サージングの問題が発生しない予め設定したある回転速度毎の最適増速率で増速することを特徴とする。   The invention according to claim 2 is the pump operation method of the pump station where the lower end opening of the pump installation hole is communicated with the water channel communicating with the pump suction water tank, and the pump is installed in the pump installation hole. The pump suction tank is normally started up to a predetermined rotational speed at which the water level does not fall below the emergency pump stop set water level, and then optimized for each preset rotational speed that does not cause surging problems according to the channel characteristics up to the rated rotational speed. The speed is increased at a speed increasing rate.

請求項3に記載の発明は、ポンプ吸込水槽に連通する水路にポンプ設置孔の下端開口を連通し、前記ポンプ設置孔にポンプを設置した構成のポンプ機場のポンプ運転方法において、前記ポンプを前記ポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動し、その後回転速度を所定量増速し、その回転速度で過渡現象が収まるまで待ち、該過渡現象が収まったら回転速度を再び所定量増速し、これを定格回転速度になるまで繰り返すことを特徴とする。   The invention according to claim 3 is a pump operation method of a pump station in which a lower end opening of a pump installation hole is communicated with a water channel communicating with a pump suction water tank, and a pump is installed in the pump installation hole. Start the pump normally until the water level in the pump suction tank does not fall below the emergency pump stop set water level, then increase the rotational speed by a predetermined amount, and wait until the transient is settled at that rotational speed. Then, the rotational speed is increased again by a predetermined amount, and this is repeated until the rated rotational speed is reached.

請求項4に記載の発明は、ポンプ吸込水槽に連通する水路にポンプ設置孔の下端開口を連通し、前記ポンプ設置孔にポンプを設置した構成のポンプ機場のポンプ運転装置において、前記のポンプの起動及び回転速度を制御する制御装置を備え、前記制御装置は、前記ポンプを前記ポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動する機能と、その後定格回転速度までサージングの問題が発生しない範囲の増速率で速度を増速する機能を備えたことを特徴とする。   According to a fourth aspect of the present invention, there is provided a pump operating device of a pump station having a configuration in which a lower end opening of a pump installation hole is communicated with a water channel communicating with a pump suction water tank, and a pump is installed in the pump installation hole. A control device for controlling the start-up and rotation speed, and the control device normally starts the pump to a predetermined rotation speed at which the water level of the pump suction water tank does not fall below the emergency pump stop set water level; The present invention is characterized in that it has a function of increasing the speed at a speed increase rate that does not cause a problem of surging up to the speed.

請求項5に記載の発明は、ポンプ吸込水槽に連通する水路にポンプ設置孔の下端開口を連通し、前記ポンプ設置孔にポンプを設置した構成のポンプ機場のポンプ運転装置において、前記のポンプの起動及び回転速度を制御する制御装置を備え、前記制御装置は、前記ポンプを前記ポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動する機能と、その後定格回転速度まで水路特性に合わせて、サージングの問題が発生しない予め設定したある回転速度毎の最適増速率で増速する機能を備えたことを特徴とする。   According to a fifth aspect of the present invention, there is provided a pump operating device of a pump station having a configuration in which a lower end opening of a pump installation hole is communicated with a water channel communicating with a pump suction water tank, and a pump is installed in the pump installation hole. A control device for controlling the start-up and rotation speed, and the control device normally starts the pump to a predetermined rotation speed at which the water level of the pump suction water tank does not fall below the emergency pump stop set water level; It is characterized by having a function of increasing the speed at an optimum speed increasing rate for each certain rotation speed that does not cause a surging problem in accordance with the channel characteristics up to the speed.

請求項6に記載の発明は、ポンプ吸込水槽に連通する水路にポンプ設置孔の下端開口を連通し、前記ポンプ設置孔にポンプを設置した構成のポンプ機場のポンプ運転装置において、前記のポンプの起動及び回転速度を制御する制御装置を備え、前記制御装置は、前記ポンプを前記ポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動する機能と、その後回転速度を所定量増速し、その回転速度で過渡現象が収まるまで待ち、該過渡現象が収まったら回転速度を再び所定量増速し、これを定格回転速度になるまで繰り返す機能を備えたことを特徴とする。   According to a sixth aspect of the present invention, there is provided a pump operating device of a pump station having a configuration in which a lower end opening of a pump installation hole is communicated with a water channel communicating with a pump suction water tank, and a pump is installed in the pump installation hole. A control device for controlling the start-up and rotation speed, and the control device normally starts the pump to a predetermined rotation speed at which the water level of the pump suction water tank does not fall below the emergency pump stop set water level; It is equipped with a function to increase the rotation speed by a predetermined amount, wait until the transient phenomenon is settled at the rotation speed, and when the transient phenomenon is settled, increase the rotation speed again by a predetermined amount and repeat this until the rated rotation speed is reached. And

請求項7に記載の発明は、ポンプ吸込水槽に連通する水路に下端開口が連通する複数のポンプ設置孔を設置し、前記ポンプ設置孔のそれぞれにポンプを設置した構成のポンプ機場において、前記ポンプの少なくとも一つは他のポンプよりその羽根車の高さ位置を異にし、前記各ポンプの運転装置のうち1つ乃至2つ以上に請求項4乃至6のいずれか1つのポンプ運転装置を用いたことを特徴とする。   The invention according to claim 7 is a pump station having a configuration in which a plurality of pump installation holes whose lower end openings communicate with a water channel communicating with a pump suction water tank are installed, and a pump is installed in each of the pump installation holes. At least one of the pumps has a different height of the impeller than the other pumps, and the pump operating device according to any one of claims 4 to 6 is used for one or more of the operating devices of each pump. It is characterized by that.

請求項1及び4に記載の発明によれば、ポンプをポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動し、その後定格回転速度までサージングの問題が発生しない範囲の増速率で速度を増速するので、サージングを抑制でき、サージングによる問題、例えば始動時において、急激にポンプ吸込水槽の水位が非常停止設定水位以下に下がり、ポンプが非常停止してしまうという問題を回避できる。   According to the first and fourth aspects of the present invention, the pump is normally started up to a predetermined rotational speed at which the water level of the pump suction water tank does not fall below the emergency pump stop set water level, and then the surging problem does not occur up to the rated rotational speed. Since the speed is increased at a speed increase rate in the range, surging can be suppressed, and problems due to surging, for example, at the time of start-up, the water level of the pump suction water tank suddenly falls below the emergency stop set water level, and the pump stops emergency The problem can be avoided.

請求項2及び5に記載の発明によれば、ポンプをポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動し、その後定格回転速度まで水路特性に合わせて、サージングの問題が発生しない予め設定したある回転速度毎の最適増速率で増速するので、上記と同様、サージングを抑制でき、サージングによる問題を回避できる。   According to the inventions of claims 2 and 5, the pump is normally started up to a predetermined rotation speed at which the water level of the pump suction water tank does not fall below the emergency pump stop set water level, and then adjusted to the channel characteristics up to the rated rotation speed, Since the speed is increased at an optimum speed increase rate for each certain rotation speed at which no problem of surging occurs, surging can be suppressed and problems due to surging can be avoided as described above.

請求項3及び6に記載の発明によれば、ポンプをポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動し、その後回転速度を所定量増速し、その回転速度で過渡現象が収まるまで待ち、該過渡現象が収まったら回転速度を再び所定量増速し、これを定格回転速度になるまで繰り返すので、上記と同様、サージングを抑制でき、サージングによる問題を回避できる。   According to the invention described in claims 3 and 6, the pump is normally started up to a predetermined rotational speed at which the water level of the pump suction water tank does not fall below the emergency pump stop set water level, and then the rotational speed is increased by a predetermined amount. Wait until the transient is settled at the rotational speed, and when the transient is settled, increase the rotational speed again by a predetermined amount and repeat this until the rated rotational speed is reached. Can be avoided.

請求項7に記載の発明によれば、ポンプの少なくとも一つは他のポンプよりその羽根車の高さ位置を異にし、前記各ポンプの運転装置に請求項4乃至6のいずれか1つのポンプ運転装置を用いるので、揚水開始がポンプにより異なり、更に1つ乃至2つ以上ポンプは請求項4乃至6のいずれか1つのポンプ運転装置で運転されるから、サージングを抑制でき、サージングによる問題を回避できるポンプ機場を提供できる。   According to the seventh aspect of the present invention, at least one of the pumps has a different height of the impeller than the other pumps, and the operation device of each of the pumps has any one of the fourth to sixth pumps. Since the operation device is used, the pumping start differs depending on the pump, and one or more pumps are operated by any one of the pump operation devices according to claims 4 to 6, so that surging can be suppressed and problems due to surging can be avoided. A pump station that can be avoided can be provided.

以下、本発明の実施の形態例を図面に基いて説明する。なお、本発明に係るポンプの運転方法及び運転装置を適用するポンプ機場の構成は、図1に示すポンプ機場と同じであるので、その図示は省略する。駆動機には本実施形態では、ガスタービン6を用いた例を説明する。図3は本発明に係るポンプ運転方法のポンプ始動時の制御フローを示す図である。本制御フローは、図示を省略する制御装置で実行するようになっている。本ポンプ始動制御には、ガスタービンの回転速度をポンプ5が定格回転速度(100%回転速度)に達するまで連続的に増速させて運転する連動運転選択(ST1)と、ポンプ5をガスタービン自立回転速度(一般に定格回転速度の60%)で運転する管理運転選択(ST2)とがある。   Embodiments of the present invention will be described below with reference to the drawings. In addition, since the structure of the pump station which applies the operating method and operating device of the pump which concerns on this invention is the same as the pump station shown in FIG. 1, the illustration is abbreviate | omitted. In the present embodiment, an example in which the gas turbine 6 is used as the driving machine will be described. FIG. 3 is a diagram showing a control flow at the time of pump start in the pump operating method according to the present invention. This control flow is executed by a control device (not shown). In this pump start control, the interlock operation selection (ST1) in which the rotational speed of the gas turbine is continuously increased until the pump 5 reaches the rated rotational speed (100% rotational speed) and the pump 5 is operated in the gas turbine. There is a management operation selection (ST2) that operates at a self-supporting rotational speed (generally 60% of the rated rotational speed).

先ず吐出弁10を全開とし(ST3)、ガスタービン6の始動指令を発する(ST4)。連動運転選択(ST1)及び管理運転選択(ST2)のいずれかが選択されていれば、60%回転速度モードに設定し(ST5)、ポンプ5を非常ポンプ停止設定水位以下にならない所定の回転速度までガスタービン6を増速する。ガスタービン6の回転速度が定格回転速度の60%に達したら(ST6)、ガスタービン6の始動完了とする(ST7)。続いて管理運転選択(ST2)であった場合は、そのままポンプの始動を完了する(ST8)。連動運転選択(ST1)の場合は、増速指令を出し(ST9)、ガスタービン6を増速し(ステップ10)、100%回転速度、即ち定格回転速度に到達したら(ST11)、始動を完了する(ST12)。   First, the discharge valve 10 is fully opened (ST3), and a start command for the gas turbine 6 is issued (ST4). If either the linked operation selection (ST1) or the management operation selection (ST2) is selected, the 60% rotation speed mode is set (ST5), and the pump 5 does not fall below the emergency pump stop set water level. The speed of the gas turbine 6 is increased. When the rotational speed of the gas turbine 6 reaches 60% of the rated rotational speed (ST6), the start of the gas turbine 6 is completed (ST7). Subsequently, if it is the management operation selection (ST2), the start of the pump is completed as it is (ST8). In the case of linked operation selection (ST1), a speed increase command is issued (ST9), the gas turbine 6 is speeded up (step 10), and when it reaches 100% rotation speed, that is, the rated rotation speed (ST11), the start is completed. (ST12).

上記ST10におけるガスタービンの増速について図4を用いて説明する。図4において、ガスタービン6が自立回転速度(一般に定格回転速度の60%)であるD点、即ちポンプ5をポンプ吸込水槽2の水位が非常ポンプ停止設定水位以下にならない所定の回転速度になるまで通常に始動している。そして、Aはその後定格回転速度までサージングの問題が発生しない範囲の増速率で速度を増速し、100%回転速度E、即ち定格回転速度に達するまで増速する場合を示している(請求項1に記載の発明)。BはD点に達した後、100%回転速度E、即ち後定格回転速度に達するまで水路特性に合わせて、サージングの問題が発生しない予め設定したある回転速度毎の最適増速率で増速する場合を示している(請求項2に記載の発明)。また、CはD点に達した後、100%回転速度E、即ち後定格回転速度まで、回転速度を所定量増速しその回転速度で過渡現象が収まるまで待ち、該過渡現象が収まったら回転速度を再び所定量増速し、この操作を繰り返す場合を示している(請求項3に記載の発明)。   The speed increase of the gas turbine in ST10 will be described with reference to FIG. 4, the point D at which the gas turbine 6 has a self-supporting rotational speed (generally 60% of the rated rotational speed), that is, a predetermined rotational speed at which the water level of the pump suction water tank 2 of the pump 5 does not fall below the emergency pump stop set water level. It has started normally. Then, A shows a case where the speed is increased at a speed increase rate in a range where the problem of surging does not occur until the rated rotational speed is reached, and the speed is increased until reaching the 100% rotational speed E, that is, the rated rotational speed. 1). After reaching point D, B increases at 100% rotation speed E, that is, at the optimum acceleration rate for each predetermined rotation speed that does not cause a surging problem in accordance with the channel characteristics until reaching the rear rated rotation speed. The case is shown (the invention according to claim 2). After reaching point D, C increases the rotational speed by a predetermined amount to 100% rotational speed E, that is, the rear rated rotational speed, and waits until the transient is settled at that rotational speed. The case where the speed is increased again by a predetermined amount and this operation is repeated is shown (the invention according to claim 3).

図4のA、B、Cに示すタービン増速制御は、上記図示しない制御装置が具備する機能を実行することが達成できるようになっている。   The turbine acceleration control shown in FIGS. 4A, 4B, and 4C can achieve the functions of the control device (not shown).

自立回転速度Dに達した後、定格回転速度Eに達するまで、図4の増速制御にA、B、Cの何れの方法を通っても、サージングの発生を抑制でき、サージングにより発生する問題を回避できる。   After reaching the self-supporting rotational speed D, until the rated rotational speed E is reached, any of the methods A, B, and C can be used for the speed increase control in FIG. Can be avoided.

なお、上記例ではポンプ吸込水槽2に連通する閉断面水路3に下端開口が連通する1つのポンプ設置孔4が設けられ、該ポンプ設置孔4にポンプ(立軸ポンプ)5が設置された構成のポンプ機場のポンプ運転方法及び運転装置を説明したが、ポンプ機場の構成はこれに限定されるものではなく、図5に示すように、ポンプ吸込水槽2に連通する閉断面水路3に下端開口が連通する複数(図では3つ)のポンプ設置孔4−1、4−2、4−3を設け、各ポンプ設置孔4−1、4−2、4−3にそれぞれポンプ5−1、5−2、5−3を設置した構成のポンプ機場でもよい。   In the above example, the closed section water channel 3 communicating with the pump suction water tank 2 is provided with one pump installation hole 4 whose lower end opening communicates, and a pump (vertical shaft pump) 5 is installed in the pump installation hole 4. Although the pump operation method and the operation device of the pump station have been described, the configuration of the pump station is not limited to this, and a lower end opening is formed in the closed cross-section water channel 3 communicating with the pump suction water tank 2 as shown in FIG. A plurality of (three in the figure) pump installation holes 4-1, 4-2, 4-3 communicating with each other are provided, and pumps 5-1, 5 are provided in the respective pump installation holes 4-1, 4-2, 4-3. -2 and 5-3 may be used.

図5に示す構成のポンプ機場において、各ポンプ設置孔4−1、4−2、4−3に設置されたポンプ5−1、5−2、5−3の羽根車(図示せず)の高さ位置を段階的に異にし、{図では(ポンプ5−1の羽根車高さ位置)<(ポンプ5−2の羽根車高さ位置)<(ポンプ5−3の羽根車高さ位置)}、各ポンプ5−1、5−2、5−3の運転に、上記ポンプの運転方法及び運転装置を採用してもよい。   In the pump station of the configuration shown in FIG. 5, the impellers (not shown) of the pumps 5-1, 5-2 and 5-3 installed in the respective pump installation holes 4-1, 4-2 and 4-3. The height position is changed stepwise, {in the figure (the impeller height position of the pump 5-1) <(the impeller height position of the pump 5-2) <(the impeller height position of the pump 5-3) )}, The operation method and the operation device of the pump may be employed for the operation of each of the pumps 5-1, 5-2, and 5-3.

以上本発明の実施形態を説明したが、本発明は上記実施形態に限定されるものではなく、特許請求の範囲、及び明細書と図面に記載された技術的思想の範囲内において種々の変形が可能である。例えば、上記例では駆動機にガスタービンを用いる例を示したが、駆動機としてはこれに限定されるものではなく、ディーゼルエンジンでも、またインバータや液体抵抗器等を用いた電動機でもよい。また、吐出管の先端に、吐出水槽を有するポンプ機場において、吐出水槽で発生するサージングが問題となる場合があるが、このような場合においても、本発明に係るポンプ運転方法及びポンプ運転装置で、始動時のサージングによる問題を回避できる。   Although the embodiments of the present invention have been described above, the present invention is not limited to the above-described embodiments, and various modifications can be made within the scope of the technical idea described in the claims and the specification and drawings. Is possible. For example, in the above example, a gas turbine is used as a driving machine. However, the driving machine is not limited to this and may be a diesel engine or an electric motor using an inverter, a liquid resistor, or the like. Further, in a pump station having a discharge water tank at the tip of the discharge pipe, surging that occurs in the discharge water tank may be a problem. Even in such a case, the pump operation method and the pump operation device according to the present invention may be used. The problem of surging during start-up can be avoided.

ポンプ機場の構成例を示す図である。It is a figure which shows the structural example of a pump station. ポンプ機場の吸込水槽の水位が異常低下した場合を示す図である。It is a figure which shows the case where the water level of the suction tank of a pump station has fallen abnormally. 本発明に係るポンプ機場のポンプ運転装置のポンプ始動時の制御フローを示す図である。It is a figure which shows the control flow at the time of the pump starting of the pump operation apparatus of the pump station which concerns on this invention. 本発明に係るポンプ機場のポンプ運転装置のポンプ回転速度と時間の関係を示す図である。It is a figure which shows the relationship between the pump rotational speed of the pump operating device of the pump station which concerns on this invention, and time. 本発明に係るポンプ機場の構成例を示す図である。It is a figure which shows the structural example of the pump station which concerns on this invention.

符号の説明Explanation of symbols

1 吸込み水路
2 ポンプ吸込水槽
3 閉断面水路
4 ポンプ設置孔
5 ポンプ
6 ガスタービン
7 減速機械
8 スクリーン
9 水位計
10 吐出弁
DESCRIPTION OF SYMBOLS 1 Suction water channel 2 Pump suction water tank 3 Closed cross-section water channel 4 Pump installation hole 5 Pump 6 Gas turbine 7 Reduction machine 8 Screen 9 Water level meter 10 Discharge valve

Claims (7)

ポンプ吸込水槽に連通する水路にポンプ設置孔の下端開口を連通し、前記ポンプ設置孔にポンプを設置した構成のポンプ機場のポンプ運転方法において、
前記ポンプを前記ポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動し、その後定格回転速度までサージングの問題が発生しない範囲の増速率で速度を増速することを特徴とするポンプ機場のポンプ運転方法。
In the pump operation method of the pump station of the configuration in which the lower end opening of the pump installation hole is communicated with the water channel communicating with the pump suction water tank, and the pump is installed in the pump installation hole,
The pump is normally started up to a predetermined rotational speed at which the water level of the pump suction water tank does not fall below the emergency pump stop set water level, and then the speed is increased to a rated rotational speed with a speed increase rate within a range where no surging problem occurs. The pump operation method of the pump station characterized by this.
ポンプ吸込水槽に連通する水路にポンプ設置孔の下端開口を連通し、前記ポンプ設置孔にポンプを設置した構成のポンプ機場のポンプ運転方法において、
前記ポンプを前記ポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動し、その後定格回転速度まで水路特性に合わせて、サージングの問題が発生しない予め設定したある回転速度毎の最適増速率で増速することを特徴とするポンプ機場のポンプ運転方法。
In the pump operation method of the pump station of the configuration in which the lower end opening of the pump installation hole is communicated with the water channel communicating with the pump suction water tank, and the pump is installed in the pump installation hole,
The pump is normally started up to a predetermined rotational speed at which the water level of the pump suction water tank does not fall below the emergency pump stop set water level, and then a predetermined rotation that does not cause a surging problem according to the channel characteristics up to the rated rotational speed. A pump operation method of a pump station characterized by speeding up at an optimum speed increasing rate for each speed.
ポンプ吸込水槽に連通する水路にポンプ設置孔の下端開口を連通し、前記ポンプ設置孔にポンプを設置した構成のポンプ機場のポンプ運転方法において、
前記ポンプを前記ポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動し、その後回転速度を所定量増速し、その回転速度で過渡現象が収まるまで待ち、該過渡現象が収まったら回転速度を再び所定量増速し、これを定格回転速度になるまで繰り返すことを特徴とするポンプ機場のポンプ運転方法。
In the pump operation method of the pump station of the configuration in which the lower end opening of the pump installation hole is communicated with the water channel communicating with the pump suction water tank, and the pump is installed in the pump installation hole,
The pump is normally started up to a predetermined rotational speed at which the water level in the pump suction water tank does not fall below the emergency pump stop set water level, then the rotational speed is increased by a predetermined amount, and waits until the transient phenomenon is settled at that rotational speed, A pump operation method for a pump station, characterized in that when the transient phenomenon has subsided, the rotational speed is increased again by a predetermined amount and this is repeated until the rated rotational speed is reached.
ポンプ吸込水槽に連通する水路にポンプ設置孔の下端開口を連通し、前記ポンプ設置孔にポンプを設置した構成のポンプ機場のポンプ運転装置において、
前記のポンプの起動及び回転速度を制御する制御装置を備え、
前記制御装置は、前記ポンプを前記ポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動する機能と、その後定格回転速度までサージングの問題が発生しない範囲の増速率で速度を増速する機能を備えたことを特徴とするポンプ機場のポンプ運転装置。
In the pump operating device of the pump station of the configuration in which the lower end opening of the pump installation hole is communicated with the water channel communicating with the pump suction water tank, and the pump is installed in the pump installation hole,
A control device for controlling the start-up and rotation speed of the pump;
The control device has a function of normally starting the pump to a predetermined rotational speed at which the water level of the pump suction water tank does not fall below the emergency pump stop set water level, and an acceleration rate within a range in which no surging problem occurs up to the rated rotational speed thereafter. The pump operating device of the pump station characterized by having a function to increase the speed at the pump station.
ポンプ吸込水槽に連通する水路にポンプ設置孔の下端開口を連通し、前記ポンプ設置孔にポンプを設置した構成のポンプ機場のポンプ運転装置において、
前記のポンプの起動及び回転速度を制御する制御装置を備え、
前記制御装置は、前記ポンプを前記ポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動する機能と、その後定格回転速度まで水路特性に合わせて、サージングの問題が発生しない予め設定したある回転速度毎の最適増速率で増速する機能を備えたことを特徴とするポンプ機場のポンプ運転装置。
In the pump operating device of the pump station of the configuration in which the lower end opening of the pump installation hole is communicated with the water channel communicating with the pump suction water tank, and the pump is installed in the pump installation hole,
A control device for controlling the start-up and rotation speed of the pump;
The control device has a function of starting the pump normally to a predetermined rotational speed at which the water level of the pump suction water tank does not fall below the emergency pump stop set water level, and then has a surging problem in accordance with the channel characteristics up to the rated rotational speed. A pump operating device for a pump station, which has a function of increasing the speed at an optimum speed increasing rate for each predetermined rotation speed that does not occur.
ポンプ吸込水槽に連通する水路にポンプ設置孔の下端開口を連通し、前記ポンプ設置孔にポンプを設置した構成のポンプ機場のポンプ運転装置において、
前記のポンプの起動及び回転速度を制御する制御装置を備え、
前記制御装置は、前記ポンプを前記ポンプ吸込水槽の水位が非常ポンプ停止設定水位以下にならない所定の回転速度まで通常に始動する機能と、その後回転速度を所定量増速し、その回転速度で過渡現象が収まるまで待ち、該過渡現象が収まったら回転速度を再び所定量増速し、これを定格回転速度になるまで繰り返す機能を備えたことを特徴とするポンプ機場のポンプ運転装置。
In the pump operating device of the pump station of the configuration in which the lower end opening of the pump installation hole is communicated with the water channel communicating with the pump suction water tank, and the pump is installed in the pump installation hole,
A control device for controlling the start-up and rotation speed of the pump;
The control device normally starts the pump to a predetermined rotational speed at which the water level of the pump suction water tank does not fall below the emergency pump stop set water level, and then increases the rotational speed by a predetermined amount. A pump operating apparatus of a pump station comprising a function of waiting for a phenomenon to settle, increasing the rotational speed again by a predetermined amount when the transient phenomenon has settled, and repeating this until the rated rotational speed is reached.
ポンプ吸込水槽に連通する水路に下端開口が連通する複数のポンプ設置孔を設置し、前記ポンプ設置孔のそれぞれにポンプを設置した構成のポンプ機場において、
前記ポンプの少なくとも一つは他のポンプよりその羽根車の高さ位置を異にし、
前記各ポンプの運転装置のうち1つ乃至2つ以上に請求項4乃至6のいずれか1つのポンプ運転装置を用いたことを特徴とするポンプ機場。
In the pump station of the configuration in which a plurality of pump installation holes communicating with the lower end opening communicate with a water channel communicating with the pump suction water tank, and a pump is installed in each of the pump installation holes,
At least one of the pumps has a different impeller height than the other pumps,
7. A pump station using one of the pump operating devices according to claim 4 as one or more of the operating devices for each pump.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008008204A (en) * 2006-06-29 2008-01-17 Ebara Corp Control device for drainage pumping station

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6027800A (en) * 1983-07-25 1985-02-12 Ebara Corp Method of starting down hole pump
JP2000027788A (en) * 1998-07-15 2000-01-25 Hitachi Ltd Method for operating vertical shaft pump, and vertical shaft pump

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6027800A (en) * 1983-07-25 1985-02-12 Ebara Corp Method of starting down hole pump
JP2000027788A (en) * 1998-07-15 2000-01-25 Hitachi Ltd Method for operating vertical shaft pump, and vertical shaft pump

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008008204A (en) * 2006-06-29 2008-01-17 Ebara Corp Control device for drainage pumping station

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