JP5479252B2 - Pressure water injection pump system - Google Patents

Pressure water injection pump system Download PDF

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JP5479252B2
JP5479252B2 JP2010160907A JP2010160907A JP5479252B2 JP 5479252 B2 JP5479252 B2 JP 5479252B2 JP 2010160907 A JP2010160907 A JP 2010160907A JP 2010160907 A JP2010160907 A JP 2010160907A JP 5479252 B2 JP5479252 B2 JP 5479252B2
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pressure water
water injection
pump
injection pump
water
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JP2012021483A (en
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登 伊谷
恵星 林田
勇一 宝田
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Hitachi Ltd
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Description

本発明は、圧力水噴射式ポンプシステムに関し、特に、下水道のポンプ場、処理場等の沈砂池において、圧力水噴射式ポンプの配管管路内部を水密化することでサイフォンの原理を利用して低揚程で出力の小さな加圧水ポンプの使用を可能とし、運転動力の低減による省エネルギ化と効率的な揚砂を可能とした圧力水噴射式ポンプシステムに関するものである。   The present invention relates to a pressure water injection pump system, and in particular, in a sand basin such as a sewer pumping station and a treatment plant, utilizing the principle of siphon by watertightening the inside of a pipe line of the pressure water injection pump. The present invention relates to a pressure water injection pump system that enables use of a pressurized water pump with a low head and a small output, energy saving by reducing operation power, and efficient sanding.

従来、下水処理においては、その下水ポンプ場や処理場に汚水と共に汚砂が、特に降雨時等においては多量に流入するため、汚水処理の前工程として流入する汚砂を沈殿除去するようにしている。この沈砂池で沈殿した砂を除去する方法として揚砂システムがある。
この揚砂システムとしては、特に限定されるものではないが、例えば、図3に示すように、圧力水噴射式ポンプを用いたシステムが採用されている。
Conventionally, in sewage treatment, since sewage sand and sewage flow into the sewage pumping station and treatment plant in large quantities, particularly during rain, etc., the sewage sand flowing in as a pre-process of sewage treatment should be removed by precipitation. Yes. There is a sand pumping system as a method of removing the sand settling in the sand basin.
The sanding system is not particularly limited. For example, a system using a pressure water jet pump is employed as shown in FIG.

この圧力水噴射式ポンプ1を用いた揚砂システムは、沈砂池S内に設置し、加圧水ポンプ5から高圧水を供給するようにした圧力水噴射式ポンプ1と、該沈砂池Sの水面上方に配置し、下端が常に開口した排出口21とした分離タンク2(サイクロン式分離装置)間を揚砂するための揚水管3にて接続し、かつ該分離タンク内で分離された分離水を再度沈砂池内へ戻す排水管4を配設して構成している。
このため、汚泥物質を含んだ沈砂は密閉された配管内を輸送されるため、悪臭の問題がなく設置スペースも小さくすることができるとともに、自動運転が可能で運転管理が容易である等の利点を有している。
The sand pumping system using the pressure water jet pump 1 is installed in the sand basin S and is supplied with high pressure water from the pressurized water pump 5, and the water surface above the sand basin S. The separation tank 2 (cyclone type separation device), which is disposed at the bottom and is always open at the lower end, is connected by a pumping pipe 3 for sanding and separated water separated in the separation tank A drain pipe 4 is provided to return to the sedimentation basin again.
For this reason, since the sand containing sludge is transported in a sealed pipe, there is no problem of bad odor, the installation space can be reduced, automatic operation is possible, and operation management is easy. have.

ところで、従来の圧力水噴射式ポンプシステムは、図3に示すように、圧力水噴射式ポンプ1の揚程としては沈砂池水面位置(揚水面)から揚砂の固液を分離する分離タンク2の分離水排水管上端(最高点)までのいわゆる実揚程が高くなるとともに、揚砂する管路における分離タンク2の排出口21及び分離タンクに接続した排水管先端の吐出口42が常に気中に開放されているため、圧力水噴射式ポンプ1へ圧力水を供給する加圧水ポンプ5として、実揚程とシステム全体の損失を加算した揚程以上の能力が必要とされるので、高揚程で出力が大きなポンプが必要とされ、したがって、ランニングコストが高くなり、最近の省エネルギ化に反するという問題があった。   By the way, as shown in FIG. 3, the conventional pressure water injection pump system has a separation tank 2 that separates the solid liquid from the sand basin surface (pumping surface) as the head of the pressure water injection pump 1. The so-called actual lifting head up to the upper end (the highest point) of the separated water drain pipe becomes higher, and the discharge port 21 of the separation tank 2 and the discharge port 42 at the tip of the drain pipe connected to the separation tank are always in the air. Since it is open, the pressurized water pump 5 that supplies the pressure water to the pressure water injection pump 1 requires a capacity higher than the head obtained by adding the actual head and the loss of the entire system, so the output is high at a high head. There is a problem that a pump is required, and therefore the running cost is high, which is contrary to the recent energy saving.

本発明は、上記従来の圧力水噴射式ポンプシステムの有する問題点に鑑み、サイフォンの原理を利用することで低揚程の出力の小さな加圧水ポンプの利用により運転動力の低減による省エネルギ化を図るようにした圧力水噴射式ポンプシステムを提供することを目的とする。   In view of the problems of the above-described conventional pressure water injection pump system, the present invention uses the siphon principle to save energy by reducing operating power by using a pressurized water pump with a low head output and a small output. An object of the present invention is to provide a pressure water injection pump system.

上記目的を達成するため、本発明の圧力水噴射式ポンプシステムは、沈砂池内に設置し、加圧水ポンプからの圧力水を供給するようにした圧力水噴射式ポンプと、水面上方に配置した分離タンクとを揚水管及び排水管にて接続し揚砂するようにした圧力水噴射式ポンプシステムにおいて、配管管路全体の内部に水が充満した状態を保つように分離タンクから垂設した排水管の下端吐出口を常に水没する位置で、かつ、沈砂池の圧力水噴射式ポンプの吸込口近傍に配設し、該下端吐出口より吐出される戻り水が圧力水噴射式ポンプの吸込口近傍に向けて吐出されるように構成したことを特徴とする。 In order to achieve the above object, a pressure water injection pump system according to the present invention includes a pressure water injection pump installed in a sand basin and configured to supply pressure water from a pressurized water pump, and a separation tank disposed above the water surface. in pressurized water injection pump system adapted to Agesuna connected by riser pipe and discharge pipe bets, the drain pipe water inside the entire pipe conduit is vertically provided from the separation tank so as to maintain the state of filled The lower end discharge port is always submerged in the vicinity of the suction port of the pressure water injection pump in the sand basin, and the return water discharged from the lower end discharge port is in the vicinity of the suction port of the pressure water injection pump. It is characterized by being constituted so that it may discharge toward .

この場合において、分離タンクの排出口に、配管管路全体内の水密を保持するための弁を配設することができる。   In this case, a valve for maintaining watertightness in the entire pipe line can be provided at the discharge port of the separation tank.

また、加圧水ポンプを、揚砂運転状況に合わせて可変的に駆動することができる。   Further, the pressurized water pump can be variably driven in accordance with the sanding operation state.

また、加圧水ポンプの可変的駆動を、高揚程と低揚程の2台の加圧水ポンプの切り替えにて行うようにすることができる。   Moreover, the variable drive of the pressurized water pump can be performed by switching between two pressurized water pumps, a high head and a low head.

また、分離タンクの下方位置に、沈殿物分離機を配設することができる。   In addition, a precipitate separator can be disposed below the separation tank.

本発明の圧力水噴射式ポンプシステムによれば、沈砂池内に設置し、加圧水ポンプからの圧力水を供給するようにした圧力水噴射式ポンプと、水面上方に配置した分離タンクとを揚水管及び排水管にて接続し揚砂するようにした圧力水噴射式ポンプシステムにおいて、配管管路全体の内部に水が充満した状態を保つように分離タンクからの排水管の下端を常に水没する位置に配設して構成することにより、サイフォンの原理を利用できるので、揚水運転中はシステム全体の水位損失以上の揚程があればよく、低揚程で出力が小さな加圧水ポンプで使用することができ、運転動力の低減による省エネルギ化を図ることができる。   According to the pressure water injection pump system of the present invention, a pressure water injection pump installed in a sand basin and configured to supply pressure water from a pressurized water pump, and a separation tank disposed above the water surface, In a pressure water injection pump system that is connected by a drain pipe and sanded, the lower end of the drain pipe from the separation tank is always submerged so that the entire pipe line is filled with water. By arranging and configuring, the siphon principle can be used, so during the pumping operation, it is sufficient to have a head that is more than the water level loss of the entire system, and it can be used with a pressurized water pump with a low head and a small output. Energy saving can be achieved by reducing power.

そして、分離タンクに接続する排水管の下端吐出口を、沈砂池の水面下で圧力水噴射式ポンプの吸込口近傍に配設することにより、排水管下端より吐出される戻り水の吐出圧にて池底に沈殿する沈砂などの沈殿物を掘削、攪乱するようになり、従来圧力水噴射式ポンプの吸込口近くに設けていた圧力水の噴射ノズルが不要となり、装置が簡易になるとともに、用水と動力の低減を図ることができる。And the lower end discharge port of the drainage pipe connected to the separation tank is arranged near the suction port of the pressure water injection pump under the surface of the sand basin, so that the return pressure of the return water discharged from the lower end of the drainage pipe is set. In addition, it will excavate and disturb sediments such as sedimentation that settles at the bottom of the pond, eliminating the need for a pressure water injection nozzle that was previously provided near the suction port of the pressure water injection pump, simplifying the equipment, Water and power can be reduced.

また、分離タンクの排出口に、配管管路全体内の水密を保持するための弁を配設することにより、揚水運転中の配管管路全体内の水密保持及び沈殿物の排出動作を弁の開閉操作のみにて簡易に行うことができる。   In addition, by installing a valve to maintain the water tightness in the entire pipe line at the discharge port of the separation tank, it is possible to maintain the water tightness in the entire pipe line during the pumping operation and discharge the sediment. This can be done simply by opening and closing.

また、加圧水ポンプを、揚砂運転状況に合わせて可変的に駆動することにより、同一の加圧水ポンプで揚程の違いに簡易に対応することができ、省エネルギの揚水運転を可能とすることができる。   In addition, by variably driving the pressurized water pump in accordance with the sand pumping operation status, the same pressurized water pump can easily cope with the difference in the head and can make the energy-saving pumping operation possible. .

また、加圧水ポンプの可変的駆動を、高揚程と低揚程の2台の加圧水ポンプの切り替えにて行うようにすることにより、起動時は高揚程大出力の加圧水ポンプを、定常揚水運転中は、低揚程小出力の加圧水ポンプを使用することにより、省エネルギの揚水運転を可能とすることができる。   In addition, the variable pressure pump can be driven by switching between two high and low pressure pumps so that a high pressure and high pressure pressurized water pump can be used during startup. By using a pressurized water pump with a low output at a low head, energy-saving pumping operation can be performed.

また、分離タンクの下方位置に、沈殿物分離機を配設することにより、分離タンク内に貯留されていた多量の水分を含んだ取扱い、処分が難しい沈殿物でも沈殿物分離機で所要の水切りをしながら排出ホッパ等の貯留設備へ自動排出処理することができる。   In addition, by installing a sediment separator at a position below the separation tank, even if the sediment containing a large amount of water stored in the separation tank is difficult to handle and dispose of, it is necessary to drain the required water with the sediment separator. It is possible to automatically discharge to a storage facility such as a discharge hopper.

本発明の圧力水噴射式ポンプシステムの一実施例を示す説明図である。It is explanatory drawing which shows one Example of the pressure water injection type pump system of this invention. 分離タンクの断面説明図である。It is a section explanatory view of a separation tank. 従来の圧力水噴射式ポンプシステムを示す説明図である。It is explanatory drawing which shows the conventional pressure water injection type pump system.

以下、本発明の圧力水噴射式ポンプシステムの実施の形態を、図面に基づいて説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a pressure water injection pump system of the present invention will be described with reference to the drawings.

図1〜図2に、本発明の圧力水噴射式ポンプシステムの一実施例を示す。
この圧力水噴射式ポンプシステムは、下水処理場等の沈砂池S内で、かつ該池内に沈殿した沈砂を揚水管にて揚砂するように設置し、加圧水ポンプ5からの圧力水を供給するようにした圧力水噴射式ポンプ1と、沈砂池Sの水面上方位置に配設した分離タンク2(サイクロン式分離装置)間を揚水管3にて接続して構成する。
1 to 2 show an embodiment of the pressure water injection pump system of the present invention.
This pressure water jet pump system is installed in a sand basin S such as a sewage treatment plant and so that the sediment settled in the pond is pumped by a pumping pipe, and pressure water from a pressurized water pump 5 is supplied. The pressure water jet pump 1 thus configured and the separation tank 2 (cyclonic separation device) disposed above the water surface of the sand basin S are connected by a pumping pipe 3.

そして、この揚水管3より分離タンク2を介して接続する排水管4の下端の吐出口41を、常に沈砂池内の水面下に水没させるように配設することにより、運転時はシステムの配管、機器を水密化し、揚水管3、分離タンク2、排水管4よりなる配管管路内部に水が充満した態に保つことができるので、サイフォンの原理を利用でき、揚水運転中はシステム全体の水位損失以上の揚程があればよく、加圧水ポンプ5は低揚程で出力が小さなポンプで済む利点がある。
また、揚水管3と排水管4との接続部に分離タンク2を設けることにより、揚水中の固形物、例えば、沈砂池からの砂等を低動力で揚砂し、分離することができる。なお、この場合、1基の分離タンク2に対して複数台の圧力水噴射式ポンプ1を揚水管3を介して接続し、かつ各圧力水噴射式ポンプからの揚水管に配設した吐出弁6を順次切り替えて運転することで各池での揚砂を簡易な装置で順次効率的に行うことができる。
And by arranging the discharge port 41 at the lower end of the drainage pipe 4 connected from the pumping pipe 3 via the separation tank 2 so as to be always submerged under the water surface in the sand basin, the piping of the system during operation, the equipment was watertight, lifting pipe 3, separation tank 2, since the water inside the pipe conduit consisting of drainage tube 4 can be kept filled with the state, can the principle of the siphon, in pumping operation of the entire system It is sufficient if there is a head higher than the water level loss, and the pressurized water pump 5 has an advantage that a pump with a low head and a small output is sufficient.
In addition, by providing the separation tank 2 at the connection between the pumping pipe 3 and the drainage pipe 4, solids in the pumped water, for example, sand from a settling basin, can be pumped and separated with low power. In this case, a plurality of pressure water injection pumps 1 are connected to one separation tank 2 via pumping pipes 3 and the discharge valves are arranged in the pumping pipes from the respective pressure water injection pumps. By switching and operating 6 in sequence, sanding in each pond can be performed sequentially and efficiently with a simple device.

圧力水噴射式ポンプ1は、その吸込口11を池底の沈砂を吸い上げやすいように配置し、上端に揚水管3を接続するとともに、該圧力水噴射式ポンプ稼動用の加圧水を供給する加圧水ポンプ5からの加圧水供給管51を、望ましくは開閉弁52を介して接続する。   The pressure water injection pump 1 has a suction port 11 disposed so as to easily suck up sediment at the bottom of the pond, and is connected to a pumping pipe 3 at the upper end and supplies pressurized water for operating the pressure water injection pump. The pressurized water supply pipe 51 from 5 is preferably connected via an on-off valve 52.

分離タンク2には、図1〜図2に示すように、圧力水噴射式ポンプ1に接続された揚水管3の先端部を円筒形の分離タンク2の上部外周面に、かつ分離タンク断面円形の接線方向に接続し、流入水が分離タンク2の内壁面に沿って旋回流を起こさせるようにし、このサイクロン効果で揚水中の水と砂の重力差を利用して固液分離を効率よく行うようにし、かつ分離物の砂の排出を容易に行えるように分離タンク2の下部を逆円錐形とし、その排出口に揚水管内の水密を保持するための弁7を配設する。   In the separation tank 2, as shown in FIGS. 1 to 2, the tip of the pumped water pipe 3 connected to the pressure water injection pump 1 is formed on the upper outer peripheral surface of the cylindrical separation tank 2 and the cross section of the separation tank is circular. So that the incoming water causes a swirling flow along the inner wall of the separation tank 2, and this cyclone effect makes it possible to efficiently separate solid and liquid using the gravity difference between the water and the sand in the pumped water. The lower part of the separation tank 2 has an inverted conical shape so that the separated sand can be easily discharged, and a valve 7 for maintaining the watertightness in the pumping pipe is disposed at the discharge port.

また、分離タンク内でサイクロン効果にて分離された水は、分離タンク上部に配設された排水管4にて排水するが、この排水管4の下端の吐出口41は、図1に示すように、沈砂池Sの水面下で水没するようにし、これにより圧力水噴射式ポンプ1の配管管路全体の内部に水が充満した態に保って水密化することでサイフォンの原理を利用できるようにする。
なお、この排水管下端の吐出口41を圧力水噴射式ポンプ1の吸込口11近傍となるように配置する。これにより、排水管下端より吐出される戻り水の吐出圧にて池底に沈殿する沈砂などの沈殿物を掘削、攪乱するようになり、従来圧力水噴射式ポンプの吸込口近くに圧力水の噴射ノズルを設け、底部の沈殿物を掘削し攪乱しながら揚水するようにしていたが、この掘削、攪乱用の掘削ノズルが不要となり、装置が簡易になるとともに、用水と動力の低減を図り、効率的に揚砂することができる。
Further, the water separated by the cyclone effect in the separation tank is drained by the drain pipe 4 disposed at the upper part of the separation tank, and the discharge port 41 at the lower end of the drain pipe 4 is as shown in FIG. in, so as to submerged under the surface of the sand basin S, thereby utilizing the principle of siphon by the interior of the entire pipe line of pressure water injection pump 1 water is watertight and kept filled by the state Like that.
In addition, the discharge port 41 at the lower end of the drain pipe is disposed so as to be in the vicinity of the suction port 11 of the pressure water injection pump 1. As a result, sediment such as sedimentation that settles at the bottom of the pond is excavated and disturbed by the discharge pressure of the return water discharged from the lower end of the drain pipe, and the pressure water is close to the suction port of the conventional pressure water injection pump. An injection nozzle was provided, and the sediment at the bottom was excavated and pumped up while being disturbed, but this drilling and disturbance drilling nozzle became unnecessary, the device was simplified, and water and power were reduced. It is possible to sand efficiently.

また、分離タンク内で分離し、底部に貯まった砂などの沈殿固形物は、濃度高く濃縮されてはいるが未だ多量の水を含んでおり、そのままの高含水の状態では取扱い、処分が難しいので、沈殿固形物から水を分離するための沈殿物分離機8を設ける。この沈殿物分離機8は、分離タンク排出端の下方位置に配設し、分離タンク内で沈殿した砂などの沈殿物を水切りして排出するようにする。   In addition, sediments such as sand that have been separated in the separation tank and accumulated at the bottom are concentrated at a high concentration, but still contain a large amount of water, and are difficult to handle and dispose of under high water content. Therefore, a precipitate separator 8 is provided for separating water from the precipitated solid. The sediment separator 8 is disposed at a position below the discharge end of the separation tank, and drains the sediment such as sand that has settled in the separation tank and discharges it.

この沈殿物分離機8は、特に限定されるものではないが、例えば、図1に示すように、分離槽81内に固形物を水切りしつつ掻き揚げるためのスクリューコンベア82を傾斜して配設して構成し、該分離槽81内で分離された水は槽上部からオーバーフローにて排水し、槽底に沈殿する砂を該スクリューコンベア82の駆動にて掻き揚げ、下方に設置した排出ホッパ9内へ排出するようにする。
これにより、圧力水噴射式ポンプシステムを一定時間揚水運転し、分離タンク2で分離した固形物が所定量貯留されたころ、圧力水噴射式ポンプ1を停止し、分離タンク下部の弁7を開いて沈殿物を沈殿物分離機内に排出するようにするため、多量の水分を含んだ取扱い、処分が難しい沈殿物でも、ここで所要の水切りをしながら排出ホッパ9等の貯留設備へ自動排出することができる。
The precipitate separator 8 is not particularly limited, but, for example, as shown in FIG. 1, the screw conveyor 82 is disposed in an inclined manner in the separation tank 81 for draining the solid while draining. The water separated in the separation tank 81 is drained by overflow from the upper part of the tank, and the sand that settles on the bottom of the tank is raked up by driving the screw conveyor 82, and the discharge hopper 9 installed below. To be discharged inside.
As a result, the pressure water injection pump system is pumped up for a certain period of time, and when a predetermined amount of solids separated in the separation tank 2 is stored, the pressure water injection pump 1 is stopped and the valve 7 at the bottom of the separation tank is opened. In order to discharge the sediment into the sediment separator, even sediment that contains a large amount of moisture and is difficult to dispose of is automatically discharged to a storage facility such as the discharge hopper 9 while draining as required. be able to.

加圧水ポンプ5の駆動にて圧力水噴射式ポンプ1に圧力水を供給するが、この場合、起動時システム内の揚水配管及び機器内に水が充満するまでの間は、圧力水噴射式ポンプに圧力水を供給する加圧水ポンプは高い揚程を必要とする。しかし、配管管路内が満水するとその後はシステムの水位損失以上の低い揚程でよい。
本発明では圧力水噴射式ポンプの配管管路全体の内部に水を充満させ水密化することでサイフォンの原理を利用できる。
したがって、水噴射式ポンプの駆動開始時には定量の加圧水を供給するために加圧水ポンプを駆動し、配管管路内の揚水が安定する継続運転時(揚砂運転中)ではシステム全体の水位損失以上の揚程(低揚程)があればよく、加圧水ポンプの出力を小さくすることができるので、加圧水ポンプの出力を可変式とすることができる。
この加圧水ポンプの出力可変は、特に限定されるものではないが、例えば、加圧水ポンプを回転数可変速駆動とすることも、或いは加圧水ポンプとして高揚程のポンプと低揚程のポンプの2台を設け、運転状況に合わせて切り替え運転することもできる。
Pressure water is supplied to the pressure water injection pump 1 by driving the pressurized water pump 5. In this case, until the water is filled in the pumping piping and equipment in the system at the start-up, the pressure water injection pump is supplied to the pressure water injection pump 1. A pressurized water pump for supplying pressure water requires a high head. However, when the inside of the pipeline is full, a lower head than the water level loss of the system is sufficient.
In the present invention, the principle of siphon can be used by filling the entire pipe line of the pressure water injection pump with water to make it watertight.
Therefore, when the water injection pump is started, the pressurized water pump is driven to supply a certain amount of pressurized water. During continuous operation where the pumping water in the pipe line is stable (during sand pumping operation), the water level loss of the entire system is exceeded. Since there is only a need for a head (low head) and the output of the pressurized water pump can be reduced, the output of the pressurized water pump can be made variable.
The output of the pressurized water pump is not particularly limited. For example, the pressurized water pump can be driven at a variable speed, or two high-lift pumps and low-lift pumps are provided as pressurized water pumps. Switching operation can be performed according to the driving situation.

なお、加圧水ポンプ5を回転数可変速駆動とすることにより、同一の加圧水ポンプでこの揚程の違いに対応することができ、省エネルギの揚水運転が可能となる。
また、揚程の違いに対応するため、図示省略したが高揚程大出力の加圧水ポンプと、低揚程小出力の加圧水ポンプの2台を設ける場合、起動時は高揚程大出力の加圧水ポンプを運転し、一定時間経過後停止させ、低揚程小出力の加圧水ポンプを起動する。このように定常揚水運転中は、低揚程小出力の加圧水ポンプを使用することにより、省エネルギの揚水運転が可能となる。
Note that by making the pressurized water pump 5 drive at a variable speed, the same pressurized water pump can cope with the difference in the head, and an energy-saving pumping operation is possible.
In order to cope with the difference in the heads, although not shown in the figure, when two pressurized water pumps with a high head and a high output and a pressurized water pump with a low head and a small output are provided, the pressurized water pump with a high head and a high output is operated at startup. Then, stop after a certain period of time and start the pressurized water pump with low head and small output. As described above, during the steady pumping operation, an energy-saving pumping operation can be performed by using the pressurized water pump having a low head and a small output.

以上、本発明の圧力水噴射式ポンプシステムについて、その実施例に基づいて説明したが、本発明は上記実施例に記載した構成に限定されるものではなく、実施例に記載した構成を適宜組み合わせる等、その趣旨を逸脱しない範囲において適宜その構成を変更することができるものである。   As mentioned above, although the pressure water injection type pump system of the present invention was explained based on the example, the present invention is not limited to the composition described in the above-mentioned example, and the composition described in the example is suitably combined. The configuration can be changed as appropriate without departing from the spirit of the invention.

本発明の圧力水噴射式ポンプシステムは、配管管路内部を水密化してサイフォンの原理を利用することで低揚程で出力の小さな加圧水ポンプの使用を可能とし、運転動力の低減による省エネルギで効率的な揚砂が行えるという特性を有していることから、下水処理場等の沈砂池内の沈砂を揚砂する圧力水噴射式ポンプシステムの用途に好適に用いることができる。   The pressure water injection pump system of the present invention makes it possible to use a pressurized water pump with a low head and a small output by making the inside of a pipe line watertight and utilizing the principle of siphon. Therefore, it can be suitably used for the application of a pressure water jet pump system for sanding sand in a sand basin such as a sewage treatment plant.

1 圧力水噴射式ポンプ
11 吸込口
2 分離タンク
3 揚水管
4 排水管
41 吐出口
5 加圧水ポンプ
6 吐出弁
7 弁
8 沈殿物分離機
9 排出ホッパ
S 沈砂池
DESCRIPTION OF SYMBOLS 1 Pressure water injection type pump 11 Suction port 2 Separation tank 3 Pumping pipe 4 Drain pipe 41 Discharge port 5 Pressurized water pump 6 Discharge valve 7 Valve 8 Sediment separator 9 Discharge hopper S Settling basin

Claims (5)

沈砂池内に設置し、加圧水ポンプからの圧力水を供給するようにした圧力水噴射式ポンプと、水面上方に配置した分離タンクとを揚水管及び排水管にて接続し揚砂するようにした圧力水噴射式ポンプシステムにおいて、配管管路全体の内部に水が充満した状態を保つように分離タンクから垂設した排水管の下端吐出口を常に水没する位置で、かつ、沈砂池の圧力水噴射式ポンプの吸込口近傍に配設し、該下端吐出口より吐出される戻り水が圧力水噴射式ポンプの吸込口近傍に向けて吐出されるように構成したことを特徴とする圧力水噴射式ポンプシステム。 A pressure installed in a sand basin and connected to a pressure water injection pump that supplies pressure water from a pressurized water pump and a separation tank placed above the water surface with a pumping pipe and a drain pipe to raise sand. In a water-injection pump system, pressure water injection in a sand basin at a position where the lower end discharge port of the drain pipe suspended from the separation tank is always submerged so that the entire pipe line is filled with water. Pressure water injection type , characterized in that it is arranged near the suction port of the pump, and the return water discharged from the lower end discharge port is discharged toward the vicinity of the suction port of the pressure water injection pump Pump system. 分離タンクの排出口に、配管管路全体内の水密を保持するための弁を配設したことを特徴とする請求項1記載の圧力水噴射式ポンプシステム。   The pressure water injection pump system according to claim 1, wherein a valve for maintaining watertightness in the entire pipe line is disposed at the discharge port of the separation tank. 加圧水ポンプを、揚砂運転状況に合わせて可変的に駆動するようにしたことを特徴とする請求項1記載の圧力水噴射式ポンプシステム。 The pressurized water pump, according to claim 1 or a pressure water injection pump system 2, wherein it has to be variably driven in accordance with the Agesuna operating conditions. 加圧水ポンプの可変的駆動を、高揚程と低揚程の2台の加圧水ポンプの切り替えにて行うようにしたことを特徴とする請求項1記載の圧力水噴射式ポンプシステム。 A variable drive of the pressurized water pump, pressurized water injection pump system according to claim 1 or 2, wherein it has to perform at the switching of the high-lift and low-lift two pressurized water pump. 分離タンクの下方位置に、沈殿物分離機を配設したことを特徴とする請求項1、2、3、は4記載の圧力水噴射式ポンプシステム。 The lower position of the separation tank, according to claim 1, 2, 3, or 4 pressure water injection pump system wherein a is disposed precipitate separator.
JP2010160907A 2010-07-15 2010-07-15 Pressure water injection pump system Expired - Fee Related JP5479252B2 (en)

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