JPH03258310A - Jet type sand removing equipment - Google Patents

Jet type sand removing equipment

Info

Publication number
JPH03258310A
JPH03258310A JP5593990A JP5593990A JPH03258310A JP H03258310 A JPH03258310 A JP H03258310A JP 5593990 A JP5593990 A JP 5593990A JP 5593990 A JP5593990 A JP 5593990A JP H03258310 A JPH03258310 A JP H03258310A
Authority
JP
Japan
Prior art keywords
sand
water
pressure water
pressurized water
pressure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP5593990A
Other languages
Japanese (ja)
Other versions
JPH07102285B2 (en
Inventor
Chosaku Yamaguchi
山口 長作
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP5593990A priority Critical patent/JPH07102285B2/en
Publication of JPH03258310A publication Critical patent/JPH03258310A/en
Publication of JPH07102285B2 publication Critical patent/JPH07102285B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To remove the settled sand from a sand settling pool by providing plural pressurized water jet nozzles and plural pressurized water supply pipes on the bottom part following a sand settling pit, and furnishing electromotive stop valves in the way of the pressurized water supply pipes. CONSTITUTION:The sand 8 to be settled flows into the sand settling pool 1 accompanied with raw water 2 and is accumulated on the bottom part, and a timer unit 17 commands a control unit 16 in every set time to start the controlling action. The control unit 16 opens the electromotive stop valve 12 to supply the pressurized water 7 to a pressurized water jet nozzle 10. In this state, the pressurized water 7 sent from a pressurizing pump 15 is jetted from the pressurized water jet nozzle 10, and the settled sand 8 is transferred to the sand settling pit 3 by the jet water flow of the pressurized water 7. By the periodic regular operation in every set time in timer unit 16, the frequency of operation and the amount of pressurized water are reduced.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は浄水施設などの水処理設備におけるジェット式
除砂装置に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a jet type sand removal device for water treatment equipment such as water purification facilities.

従来の技術 従来、浄水施設においては取水した原水から濁質分を除
去する設備として沈砂池が設けられている。そして、沈
砂池には底部に形成された沈砂ピットに対応して揚砂装
置が設けられており、沈砂ピットに流入する沈砂を揚砂
装置によって池外に排出していた。この揚砂装置は上下
方向に配置された揚砂管内に下端開口からジェット水流
を噴射し、ジェット水流とともに沈砂を揚砂管内に吸引
して揚砂するものであった。また、沈砂池には底部に堆
積した沈砂を沈砂ピットに移送するかき寄装置が設けら
れており、かき寄装置は沈砂池の底部に設置した複数の
圧力水噴射ノズルから沈砂ピットに向けて圧力水を噴射
し、圧力水のジェット水流によって沈砂を移送するもの
であった。
BACKGROUND OF THE INVENTION Conventionally, in water purification facilities, a settling basin is provided as a facility for removing turbidity from raw water taken from the water. The sand settling pond is provided with a sand pumping device corresponding to the sand pit formed at the bottom thereof, and the sand flowing into the sand settling pit is discharged outside the pond by the sand pumping device. This sand pumping device injects a jet water stream from a lower end opening into sand pumping pipes arranged in the vertical direction, and sucks sediment into the sand pumping pipe together with the jet water stream to lift the sand. In addition, the sand settling basin is equipped with a scraping device that transfers the sand accumulated at the bottom to the sand settling pit. Water was injected and the sand was transported by a jet stream of pressurized water.

発明が解決しようとする課題 しかし、上記した従来の構成においては、原水が濁って
いるために、沈砂池の底部に堆積する沈砂の堆積量を目
視することができず、余裕をみて多めの堆積量を想定し
て適当時間ごとに揚砂装置およびかき寄せ装置をタイマ
ー自動運転している。
Problems to be Solved by the Invention However, in the conventional configuration described above, since the raw water is turbid, it is not possible to visually observe the amount of sediment deposited at the bottom of the settling basin, and a large amount of sediment is deposited. The sand pumping equipment and raking equipment are automatically operated on a timer at appropriate intervals based on the expected amount of sand.

また、複数の水路を並列に設けた沈砂池においては、各
水路ごとに原水および沈砂の流入量が異なるので、最も
沈砂の流入量が多い水路における沈砂の堆積量を想定し
て揚砂装置およびかき寄せ装置を運転している。このた
め、必要以上に多量の圧力水を必要とし、使用した圧力
水の積算水量の割りに移送できる沈砂量が少なくなる問
題があり、比較的きれいな水質の水源を確保できない場
合には、圧力水として工業用水や上水道水を用いらねば
ならず、運転コストが高騰する問題があった。
In addition, in a sand settling basin with multiple waterways installed in parallel, the inflow amount of raw water and sand differs for each waterway, so the sand pumping device and the Operating a scraping device. For this reason, there is a problem that a larger amount of pressurized water is required than necessary, and the amount of sediment that can be transferred is small compared to the cumulative amount of pressurized water used.If a relatively clean water source cannot be secured, pressurized water Industrial water or tap water has to be used as a source of water, which poses the problem of rising operating costs.

また、タイマー自動運転では、大雨のときなど短時間に
多量の沈砂が堆積する場合に、圧力水噴射ノズルが沈砂
に埋没して運転不能となる問題があった。
In addition, with timer automatic operation, when a large amount of sediment accumulates in a short period of time, such as during heavy rain, there is a problem that the pressure water injection nozzle becomes buried in the sediment and becomes inoperable.

本発明は上記課題を解決するもので、過剰な圧力水を使
用することなく適時に沈砂を沈砂池から除砂することが
できるジェット式除砂装置を提供することを目的とする
The present invention solves the above problems, and aims to provide a jet-type sand removal device that can timely remove sand from a settling basin without using excessively pressurized water.

課題を解決するための手段 上記課題を解決するために本発明は、沈砂池の沈砂ピッ
トに対応して設けられ、ジェット水流によって駆動され
る揚砂装置と、沈砂池の沈砂ピットに続く底部に原水の
流れ方向に適当間隔をおいて配置された複数の圧力水噴
射ノズルと、一端が水源に連通して設けられ、途中に圧
送ポンプが介装されて揚砂装置および各圧力水噴射ノズ
ルに圧力水を供給する圧力水供給管と、圧力水供給管の
途中に介装され、揚砂装置および各圧力水噴射ノズルに
対する圧力水の供給を制御する電動式開閉弁と、電動式
開閉弁の開閉動作を、沈砂ピットから遠い圧力水噴射ノ
ズルから順次に圧力を供給して最後に揚砂装置に圧力を
供給するように制御する制御装置と、設定された時間ご
とに制御装置に制御動作の開始を指示するタイマー装置
と、沈砂池の底部に設けられて沈砂の堆積高さを検出す
る界面計と、界面計が設定値以上の堆積高さを検出した
ときに制御装置に制御動作の開始を指示する運転指示装
置とを備えた構成としたものである。
Means for Solving the Problems In order to solve the above-mentioned problems, the present invention provides a sand-lifting device that is provided corresponding to the sand pit of a sand settling basin and is driven by a jet water flow, and a sand lifting device that is provided at the bottom of the sand settling basin following the sand pit of the sand settling basin. A plurality of pressure water injection nozzles are arranged at appropriate intervals in the flow direction of raw water, and one end is provided in communication with the water source, and a pressure pump is interposed in the middle to connect the sand pumping device and each pressure water injection nozzle. A pressure water supply pipe that supplies pressure water, an electric on-off valve that is installed in the middle of the pressure water supply pipe and controls the supply of pressure water to the sand pumping device and each pressure water injection nozzle, A control device controls the opening/closing operation by sequentially supplying pressure from a pressure water injection nozzle far from the sand settling pit, and finally supplies pressure to the sand lifting device, and a control device that controls the opening/closing operation at set times. A timer device that instructs the start, an interface meter installed at the bottom of the settling basin to detect the sedimentation height, and a control device that starts the control operation when the interface meter detects the sedimentation height exceeding a set value. This configuration also includes a driving instruction device that instructs the driver.

作用 上記した構成により、原水とともに沈砂池に流入した沈
砂は比重に応じた沈降速度で沈降して底部に堆積する。
Operation With the above-described configuration, the sand that has flowed into the sand settling basin together with the raw water settles at a settling speed corresponding to its specific gravity and is deposited on the bottom.

そして、設定時間ごとタイマー装置の指示に基づいて制
御装置が起動し、開閉弁の開閉動作を制御する。はじめ
に、制御装置は開閉弁を操作して圧送ポンプにより圧力
水供給管を通して圧送される圧力水を沈砂ピットから最
も離れて位置する圧力水噴射ノズルに供給する。この状
態で、圧力水が圧力水噴射ノズルから噴射し、圧力水の
ジェット水流によって沈砂が沈砂ピットに向けて移送さ
れる。そして、制御装置は一定時間ごとに開閉弁を操作
し、沈砂ピットからより遠くに離れて位置する圧力水噴
射ノズルから順次に圧力水を噴射させ、沈砂池の底部に
堆積した沈砂を沈砂ピットにかき寄せる。最後に、制御
装置は開閉弁を操作して圧送ポンプの駆動により圧送さ
れる圧力水を揚砂装置に供給し、沈砂ピットにかき寄せ
られた沈砂をジェット水流によって揚砂する。
Then, the control device is activated based on instructions from the timer device every set time, and controls the opening and closing operations of the on-off valve. First, the control device operates the on-off valve to supply pressurized water, which is pumped by the pressure pump through the pressure water supply pipe, to the pressure water injection nozzle located farthest from the sand settling pit. In this state, pressurized water is injected from the pressure water injection nozzle, and the sand is transferred toward the sand pit by the jet stream of the pressure water. Then, the control device operates the on-off valve at regular intervals to sequentially inject pressure water from the pressure water injection nozzles located further away from the sand settling pit, dislodging the sand accumulated at the bottom of the settling basin into the sand settling pit. Scrape. Finally, the control device operates the on-off valve to supply pressurized water pumped by the pressure pump to the sand lifting device, and the sand collected in the sand settling pit is lifted by a jet water stream.

以後、制御装置はタイマー装置の指示に基づいて上記動
作を繰り返す。
Thereafter, the control device repeats the above operations based on instructions from the timer device.

そして、タイマー装置によって制御装置が起動される合
間に、予定した量より多い沈砂が堆積し、界面計が設定
値以上の沈砂の堆積高さを検出したときには、運転指示
装置によって制御装置に起動を指示し、沈砂の除砂を行
う。
When the timer device activates the control device, if more sand than the scheduled amount is deposited and the interface meter detects the height of sediment accumulation exceeding the set value, the operation instruction device instructs the control device to start. Instructions will be given and the sand will be removed.

実施例 以下本発明の一実施例を図面に基づいて説明する。第1
図において、沈砂池1は原水2が上流側から下流側に向
けて通水する流路をなし、上流側の底部には沈砂ピット
3が形成されている。また、沈砂ピット3に対応して揚
砂装置4が設けられており、揚砂装置4はジェット水流
によって駆動されるもので、上下方向に配置された揚砂
管5の内部に下端開口に対応して配置されたジェットノ
ズル6から圧力水7を噴射し、圧力水7のジェット水流
とともに沈砂8を揚砂管5に吸引して揚砂するものであ
る。さらに、沈砂ピット3に続く下流側の底部には砂だ
まり部9が形成されており、砂だまり部9には複数の圧
力水噴射ノズルIOが沈砂池1の流路幅方向に適当間隔
をおいて列をなすとともに、原水2の流れ方向に適当間
隔をおいて配列されている。さらに、各圧力水噴射ノズ
ル10は各列ごとに複数の圧力水主管11に取り付けら
れている。そして、各圧力水主管11は電動式開閉弁1
2を介して圧力水供給管13に連通しており、揚砂装置
3に連通する圧力水主管11も電動式開閉弁12を介し
て圧力水供給管13に連通している。また、圧力水供給
管13は駆動水タンク14に連通するとともに、途中に
圧送ポンプ15が介装されている。
EXAMPLE An example of the present invention will be described below based on the drawings. 1st
In the figure, a settling basin 1 forms a flow path through which raw water 2 flows from the upstream side to the downstream side, and a settling pit 3 is formed at the bottom of the upstream side. In addition, a sand lifting device 4 is provided corresponding to the sand settling pit 3, and the sand lifting device 4 is driven by a jet water flow, and has a lower end opening inside a sand lifting pipe 5 arranged in the vertical direction. Pressure water 7 is injected from a jet nozzle 6 arranged in such a manner that sediment 8 is sucked into a sand pumping pipe 5 together with the jet flow of the pressure water 7 to lift the sand. Further, a sand pool part 9 is formed at the bottom of the downstream side following the sand settling pit 3, and a plurality of pressure water injection nozzles IO are installed in the sand pool part 9 at appropriate intervals in the width direction of the channel of the sand settling basin 1. They are arranged in rows at appropriate intervals in the flow direction of the raw water 2. Further, each pressure water injection nozzle 10 is attached to a plurality of pressure water main pipes 11 in each row. Each pressure water main pipe 11 is connected to an electric on-off valve 1.
The main pressure water pipe 11 that communicates with the sand pumping device 3 also communicates with the pressure water supply pipe 13 via an electric on-off valve 12 . Further, the pressure water supply pipe 13 communicates with a drive water tank 14, and a pressure pump 15 is interposed in the middle.

そして、圧送ポンプ15および各電動式開閉弁I2は制
御装置IGに接続されており、制御装置16によって圧
送ポンプ15の起動停止および各電動式開閉弁12の開
閉動作が制御される。また、制御装置16にはタイマー
装置17が接続されており、タイマー装置17の指示に
よって設定時間ごとに制御装置16の制御動作が開始さ
れる。さらに、沈砂ピット3には沈砂8の堆積高さを検
出する界面計18が設けられており、界面計18は運転
指示装置19に接続されている。この運転指示装置19
は制御装置1Gに接続され、界面計18が設定値以上の
堆積高さを検出したときに制御装置IBに制御動作の開
始を指示する。
The pressure pump 15 and each electric on-off valve I2 are connected to a control device IG, and the control device 16 controls starting and stopping of the pressure pump 15 and the opening and closing operations of each electric on-off valve 12. Further, a timer device 17 is connected to the control device 16, and a control operation of the control device 16 is started at each set time according to an instruction from the timer device 17. Further, the settling pit 3 is provided with an interface meter 18 for detecting the height of the sediment 8 piled up, and the interface meter 18 is connected to an operation instruction device 19. This driving instruction device 19
is connected to the control device 1G, and instructs the control device IB to start a control operation when the interface meter 18 detects a deposition height greater than a set value.

尚、本実施例においては複数の電動式開閉弁12を各圧
力水主管11に介装して圧力水7の水圧回路を構成して
いるが、−台の電動式多方弁によって構成することも可
能である。
In this embodiment, a plurality of electrically operated on-off valves 12 are interposed in each pressure water main pipe 11 to constitute the water pressure circuit for the pressure water 7, but it may also be constructed using -3 electrically operated multi-way valves. It is possible.

以下、上記構成における作用について説明する。The effects of the above configuration will be explained below.

原水2とともに沈砂池1に流入した沈砂8は比重に応じ
た沈降速度で沈降して底部に堆積する。そして、タイマ
ー装置17は設定時間ごとに制御装置16に制御動作の
開始を指示する。制御装置I6は、はじめに沈砂ピット
3から最も遠く最下流側に位置する圧力水噴射ノズルI
Oに圧力水7を供給するために、この圧力水噴射ノズル
IOに連通ずる圧力水生管11に介装された電動式開閉
−弁12を開放する。
Sediment 8 that has flowed into the settling basin 1 together with the raw water 2 settles at a sedimentation speed according to its specific gravity and is deposited on the bottom. The timer device 17 then instructs the control device 16 to start the control operation at every set time. The control device I6 first controls the pressure water injection nozzle I located farthest from the sand settling pit 3 and on the most downstream side.
In order to supply the pressure water 7 to the pressure water injection nozzle IO, an electric on-off valve 12 interposed in the pressure water pipe 11 communicating with the pressure water injection nozzle IO is opened.

この状態において、他の電動式開閉弁12は閉塞されて
おり、圧送ポンプ15により圧力水供給管13を通して
圧送される圧力水7が最下流側に位置する圧力水噴射ノ
ズル10から噴射し、圧力水7のジェット水流によって
沈砂8が沈砂ピット3に向けて移送される。そして、制
御装置1Bは一定時間後に、最下流側に位置する電動式
開閉弁12を閉塞するとともに、より上流側に位置する
圧力水噴射ノズル10に圧力水7を供給するために、こ
の圧力水噴射ノズル10に連通する圧力水主管11に介
装された電動式開閉弁12を開放する。そして、制御装
置IGは一定時間ごとに同様の制御動作を行い、沈砂ピ
ット3からより遠くに離れて位置する下流側の圧力水噴
射ノズルlOから順次に圧力水7を噴射させ、沈砂池1
の底部に堆積した沈砂8を沈砂ピット3にかき寄せる。
In this state, the other electric on-off valves 12 are closed, and the pressure water 7 that is force-fed by the pressure pump 15 through the pressure water supply pipe 13 is injected from the pressure water injection nozzle 10 located on the most downstream side, and the pressure The sand 8 is transferred toward the sand pit 3 by the jet stream of water 7. After a certain period of time, the control device 1B closes the electric on-off valve 12 located on the most downstream side, and supplies the pressure water 7 to the pressure water injection nozzle 10 located on the more upstream side. The electric on-off valve 12 interposed in the main pressure water pipe 11 communicating with the injection nozzle 10 is opened. Then, the control device IG performs a similar control operation at regular intervals, and sequentially injects the pressure water 7 from the pressure water injection nozzle lO located further away from the sand settling pit 3 on the downstream side.
The sand 8 accumulated at the bottom of the sand pit 3 is collected.

最後に、制御装置1Bは揚砂装置4に連通する圧力水主
管11に介装された電動式開閉弁12を開放し、圧送ポ
ンプ15の駆動により圧送される圧力水7を揚砂装置4
に供給し、沈砂ピット3にかき寄せられた沈砂8をジェ
ット水流によって揚砂する。以後、制御装置1Gはタイ
マー装置17の指示に基づいて上記動作を繰り返す。
Finally, the control device 1B opens the electric on-off valve 12 installed in the main pressure water pipe 11 communicating with the sand pumping device 4, and transfers the pressure water 7, which is pumped by the pressure pump 15, to the sand pumping device 4.
The sand 8 scraped into the sand pit 3 is lifted by a jet stream. Thereafter, the control device 1G repeats the above operations based on instructions from the timer device 17.

そして、タイマー装置17によって制御装置I6が起動
される合間に、予定した量より多い沈砂が堆積し、界面
計18が設定値以上の沈砂8の堆積高さを検出したとき
には、運転指示装置19が界面計18の検出信号を受け
て制御装置16に制御動作の開始を指示し、上記した動
作によって沈砂8の除砂を行う。
When the control device I6 is activated by the timer device 17, when more sediment than the scheduled amount is deposited and the interface meter 18 detects the height of the sediment 8 exceeding the set value, the operation instruction device 19 is activated. Upon receiving the detection signal from the interface meter 18, the controller 16 is instructed to start a control operation, and the sand settling 8 is removed by the above-described operation.

したがって、タイマー装置17による設定時間ごとの周
期的な通常運転と、界面計18により沈砂8の異常堆積
高さを検出して行う非常運転とを組み合わせることによ
り、圧力水噴射ノズルIOが沈砂8に埋没して不能とな
ることが防止されるので、従来のように、安全性を確保
するために通常運転における沈砂8の予想堆積量を高く
見積もる必要がなくなり、通常運転の回数および圧力水
7の使用積算水量が低減される。また、圧送ポンプI5
の定格能力および駆動水タンク14の貯水容量を低く設
定することができ、設備規模の縮小により設備コストが
低減される。
Therefore, by combining the periodic normal operation at each set time by the timer device 17 and the emergency operation performed by detecting the abnormal accumulation height of the sediment 8 by the interface meter 18, the pressure water injection nozzle IO Since it is prevented from being buried and becoming inoperable, it is no longer necessary to estimate the expected amount of sand 8 deposited during normal operation to ensure safety as in the past, and the number of normal operations and pressure water 7 The cumulative amount of water used is reduced. In addition, pressure pump I5
The rated capacity of the drive water tank 14 and the water storage capacity of the driving water tank 14 can be set low, and the equipment cost is reduced by reducing the equipment scale.

発明の効果 以上述べたように本発明によれば、タイマー装置によっ
て制御装置が起動される周期的な通常運転の合間に、予
定した量より多い沈砂が堆積した場合には、界面計が設
定値以上の沈砂の堆積高さを検出して非常運転が行われ
るので、圧力水噴射ノズルが沈砂に埋没して不能となる
ことを防止することができ、通常運転における沈砂の予
想堆積量を低く設定することがなり、通常運転の回数お
よび圧力水の使用積算水量の低減を図ることができる。
Effects of the Invention As described above, according to the present invention, if more sediment than the planned amount is deposited during periodic normal operation in which the control device is activated by the timer device, the interface meter will adjust the set value. Since the emergency operation is performed by detecting the sedimentation height above, it is possible to prevent the pressure water injection nozzle from being buried in the sediment and become disabled, and the expected amount of sedimentation during normal operation is set to a low value. Therefore, it is possible to reduce the number of normal operations and the cumulative amount of pressure water used.

さらに、構成機器の定格能力の引き下げおよび規模の縮
小により設備コストの低減を図ることができる。
Furthermore, equipment costs can be reduced by lowering the rated capacity and reducing the scale of the component equipment.

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

第1図は本発明の一実施例を示す全体構成図である。 1・・・沈砂池、2・・・原水、3・・・沈砂ピット、
4・・・揚砂装置、7・・・圧力水、8・・・沈砂、1
0・・・圧力水噴射ノズル、11・・・圧力水主管、!
2・・・電動式開閉弁、13・・・圧力水供給管、15
・・・圧送ポンプ、is・・・制御装置、17・・・タ
イマー装置、18・・・界面計、19・・・運転指示装
置。
FIG. 1 is an overall configuration diagram showing an embodiment of the present invention. 1...Sand settling pond, 2...Raw water, 3...Sand pit,
4...Sand lifting device, 7...Pressure water, 8...Sand settling, 1
0...Pressure water injection nozzle, 11...Pressure water main pipe,!
2...Electric on-off valve, 13...Pressure water supply pipe, 15
... pressure pump, is ... control device, 17 ... timer device, 18 ... interface meter, 19 ... operation instruction device.

Claims (1)

【特許請求の範囲】[Claims] 1、沈砂池の沈砂ピットに対応して設けられ、ジェット
水流によって駆動される揚砂装置と、沈砂池の沈砂ピッ
トに続く底部に原水の流れ方向に適当間隔をおいて配置
された複数の圧力水噴射ノズルと、一端が水源に連通し
て設けられ、途中に圧送ポンプが介装されて揚砂装置お
よび各圧力水噴射ノズルに圧力水を供給する圧力水供給
管と、圧力水供給管の途中に介装され、揚砂装置および
各圧力水噴射ノズルに対する圧力水の供給を制御する電
動式開閉弁と、電動式開閉弁の開閉動作を、沈砂ピット
から遠い圧力水噴射ノズルから順次に圧力を供給して最
後に揚砂装置に圧力を供給するように制御する制御装置
と、設定された時間ごとに制御装置に制御動作の開始を
指示するタイマー装置と、沈砂池の底部に設けられて沈
砂の堆積高さを検出する界面計と、界面計が設定値以上
の堆積高さを検出したときに制御装置に制御動作の開始
を指示する運転指示装置とを備えたことを特徴とするジ
ェット式除砂装置。
1. A sand pumping device installed corresponding to the sand settling pit of the sand settling basin and driven by a jet water flow, and a plurality of pressure pumps arranged at appropriate intervals in the flow direction of raw water at the bottom of the sand settling basin following the sand pit. A water injection nozzle, a pressure water supply pipe whose one end is connected to a water source, and a pressure pump is interposed in the middle to supply pressure water to the sand pumping device and each pressure water injection nozzle; An electric on-off valve is installed in the middle to control the supply of pressurized water to the sand lifting device and each pressure water injection nozzle, and the opening and closing operations of the electric on-off valve are controlled sequentially from the pressure water injection nozzle far from the sand settling pit. a control device that supplies pressure to the sand pumping device, and a timer device that instructs the control device to start control operations at set intervals. A jet characterized by comprising an interface meter that detects the height of sediment accumulation, and an operation instruction device that instructs a control device to start a control operation when the interface meter detects a sedimentation height that is equal to or higher than a set value. Type sand removal device.
JP5593990A 1990-03-07 1990-03-07 Jet type sand remover Expired - Fee Related JPH07102285B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5593990A JPH07102285B2 (en) 1990-03-07 1990-03-07 Jet type sand remover

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5593990A JPH07102285B2 (en) 1990-03-07 1990-03-07 Jet type sand remover

Publications (2)

Publication Number Publication Date
JPH03258310A true JPH03258310A (en) 1991-11-18
JPH07102285B2 JPH07102285B2 (en) 1995-11-08

Family

ID=13013046

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5593990A Expired - Fee Related JPH07102285B2 (en) 1990-03-07 1990-03-07 Jet type sand remover

Country Status (1)

Country Link
JP (1) JPH07102285B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07100467A (en) * 1993-10-01 1995-04-18 Asahi Tec Corp Method for removing grit in grit chamber and apparatus for it
JP2001300208A (en) * 2001-03-12 2001-10-30 Tokyo Metropolis Apparatus and method for gathering sand of sand sedimentation basin
JP2004122042A (en) * 2002-10-04 2004-04-22 Hitachi Metals Ltd Grit collecting/pumping apparatus
JP2005152689A (en) * 2003-11-20 2005-06-16 Hazama Kisetsu Kogyo Kk Sludge recovery equipment
JP2007038208A (en) * 2005-07-05 2007-02-15 Sumitomo Heavy Ind Ltd Sand collecting device and sand collecting method
JP2007307484A (en) * 2006-05-18 2007-11-29 Sumitomo Heavy Industries Environment Co Ltd Facility and method for sand collection
JP2010058044A (en) * 2008-09-03 2010-03-18 Kobelco Eco-Solutions Co Ltd Sand pumping apparatus

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07100467A (en) * 1993-10-01 1995-04-18 Asahi Tec Corp Method for removing grit in grit chamber and apparatus for it
JP2001300208A (en) * 2001-03-12 2001-10-30 Tokyo Metropolis Apparatus and method for gathering sand of sand sedimentation basin
JP2004122042A (en) * 2002-10-04 2004-04-22 Hitachi Metals Ltd Grit collecting/pumping apparatus
JP2005152689A (en) * 2003-11-20 2005-06-16 Hazama Kisetsu Kogyo Kk Sludge recovery equipment
JP2007038208A (en) * 2005-07-05 2007-02-15 Sumitomo Heavy Ind Ltd Sand collecting device and sand collecting method
JP2007307484A (en) * 2006-05-18 2007-11-29 Sumitomo Heavy Industries Environment Co Ltd Facility and method for sand collection
JP2010058044A (en) * 2008-09-03 2010-03-18 Kobelco Eco-Solutions Co Ltd Sand pumping apparatus

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Publication number Publication date
JPH07102285B2 (en) 1995-11-08

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