JPH03275103A - Method and device for discharging settled sand - Google Patents
Method and device for discharging settled sandInfo
- Publication number
- JPH03275103A JPH03275103A JP7612590A JP7612590A JPH03275103A JP H03275103 A JPH03275103 A JP H03275103A JP 7612590 A JP7612590 A JP 7612590A JP 7612590 A JP7612590 A JP 7612590A JP H03275103 A JPH03275103 A JP H03275103A
- Authority
- JP
- Japan
- Prior art keywords
- sand
- pump
- valve
- pipe line
- settling
- 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
Links
- 239000004576 sand Substances 0.000 title claims abstract description 121
- 238000007599 discharging Methods 0.000 title claims abstract description 10
- 238000000034 method Methods 0.000 title claims description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 22
- 238000004140 cleaning Methods 0.000 claims abstract description 5
- 239000013049 sediment Substances 0.000 claims description 16
- 238000005406 washing Methods 0.000 claims description 10
- 102000001999 Transcription Factor Pit-1 Human genes 0.000 abstract description 7
- 108010040742 Transcription Factor Pit-1 Proteins 0.000 abstract description 7
- 238000005086 pumping Methods 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 230000002596 correlated effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、下水処理場やポンプ場の沈砂池に堆積した沈
砂を排出するための方法及び装置に係るものであり、特
に揚砂ポンプを使用した方法および装置に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method and device for discharging sediment accumulated in a settling basin of a sewage treatment plant or a pumping station, and particularly relates to a method and an apparatus for discharging sediment accumulated in a settling basin of a sewage treatment plant or a pumping station, and in particular, Concerning the method and apparatus used.
[従来の技術]
従来、沈砂池における沈砂の排出は周知のパケットコン
ベアにより機械的に掻き揚げる方法が多用されていた。[Prior Art] Conventionally, the method of mechanically scraping up sediment using a well-known packet conveyor has often been used to discharge sediment from a settling pond.
しかし近年においては建設費の安さ、保守の容易さの点
で、水噴射による沈砂の集積および揚砂ポンプによる沈
砂の排出が使用され始めている。However, in recent years, from the viewpoint of low construction costs and ease of maintenance, methods have begun to use water injection to accumulate sediment and sand pumps to discharge the sediment.
具体的には特開昭63−62508号公報には、池底に
水噴射ノズルを下流側に向けて設置し、圧力水を噴射す
ることにより、沈砂を集積することが開示されている。Specifically, Japanese Unexamined Patent Publication No. 63-62508 discloses that a water injection nozzle is installed at the bottom of a pond facing downstream, and sediment is accumulated by injecting pressurized water.
又実開昭60−31308号公報には、池底にスクリュ
ーコンベアを配置して、池底に堆積した沈砂を沈砂ビッ
ト内に集積し、これを揚砂ポンプで水と一緒に排出する
ことが開示されている。Furthermore, Japanese Utility Model Publication No. 60-31308 discloses that a screw conveyor is arranged at the bottom of the pond, the sediment accumulated on the bottom of the pond is collected in a settling bit, and this is discharged together with water by a sand pump. Disclosed.
[発明が解決しようとする問題点コ
しかし、上記公報に開示された技術はいずれも、沈砂の
集積と排出を別々の機器で行なっており、これは当然設
備の複雑さ、建設費の増大を招くものであった。[Problems to be solved by the invention] However, in all of the techniques disclosed in the above-mentioned publications, the accumulation and discharge of sand are performed using separate equipment, which naturally increases the complexity of the equipment and the construction cost. It was an invitation.
本発明は上記欠点を改善して、簡易で安価な沈砂の排出
方法および装置を提供することを目的とする。An object of the present invention is to improve the above-mentioned drawbacks and provide a simple and inexpensive method and device for discharging sediment.
[問題点を解決するための手段]
本発明は、沈砂池の沈砂の排出方法およびその装置であ
って、沈砂池の流れ方向終端に沈砂ピットを設け、沈砂
池の地底に流れ方向に水を噴出するように複数の砂寄せ
ノズルを配設し、沈砂ピッI〜の上方に昇降自在に揚砂
ポンプを配設し、揚砂ポンプの吐出口しこ第一の管路を
連結し、該管路の出端に沈砂洗浄分離機を連結し、前記
第一の管路中に第一の弁を配設し、第一の管路中で前記
第一の弁より揚砂ポンプ側に分岐管を設け、前記分岐管
と砂寄ノズルとを第二の管路で連結し、第一二の管路中
に第二の弁を配設したことを特徴とするも3
のであり、更には第一の弁と沈砂洗浄分離機との間の第
一の管路に、濃度計と流量計を介装したことを特徴とす
るものであり、更には第一の弁と沈砂洗浄分離機との間
の第一の管路に、水槽を連結したことを特徴とするもの
であり、更には揚砂ポンプを水」一部の待機位置より下
降して、水中部の所定位置で停止1−、シ、第一の弁を
閉にして揚砂ポンプを運転して砂寄ノズルより水を噴出
して沈砂を沈砂ビットに移送し、所定時間後揚砂ポンプ
を下降させながら第一の弁を開にし、第二の弁を閉にし
、揚砂ポンプが沈砂を吸引し終えて、沈砂ビット底に着
地したことを検知して、揚砂ポンプを停止して、それを
」二昇させることを特徴とするものである。[Means for Solving the Problems] The present invention provides a method and device for discharging sediment from a settling basin, in which a settling pit is provided at the end of the settling basin in the flow direction, and water is poured into the bottom of the settling basin in the flow direction. A plurality of sand-filling nozzles are arranged so as to eject sand, a sand pump is arranged above the sand settling pit I~ so as to be able to rise and fall freely, and the first pipe line is connected to the discharge port of the sand-lifting pump. A sand settling cleaning separator is connected to the outlet end of the pipe, a first valve is provided in the first pipe, and the first pipe branches from the first valve to the sand pump side. A pipe is provided, the branch pipe and the sand nozzle are connected by a second pipe line, and a second valve is disposed in the first and second pipe line. It is characterized in that a concentration meter and a flow meter are interposed in the first pipe line between the first valve and the sand washing separator, and further, a concentration meter and a flow meter are interposed between the first valve and the sand washing separator. It is characterized in that a water tank is connected to the first pipe between the two, and furthermore, the sand pump is lowered from a part of the standby position and stopped at a predetermined position in the underwater part. , Close the first valve and operate the sand pump to eject water from the sand nozzle to transfer the sand to the sand bit, and after a predetermined time, lower the sand pump and close the first valve. When the sand pump has finished suctioning the sand and has landed on the bottom of the sand bit, the sand pump is stopped and the second valve is closed. This is a characteristic feature.
[実施例] 本発明の実施例を図面に基づいて説明する。[Example] Embodiments of the present invention will be described based on the drawings.
第1図は本発明の実施例の概略を示すスケルトン図、第
2図はフローチャー1〜を示す。FIG. 1 is a skeleton diagram showing an outline of an embodiment of the present invention, and FIG. 2 shows flowcharts 1 to 1.
図中1は沈砂池で、下流方向にやや下り勾配とし、その
下流端に沈砂ピット2を設ける。沈砂ピッI〜2の上方
に揚砂ポンプ3を昇降装@4を介して吊り下げる。揚砂
ポンプ3の吐出口3aに第一の管路5を連結し、第一の
管路5の出端に沈砂洗浄分離機6を配置する。第一の管
路5の途中に分岐管5aを設け、分岐管5aと揚砂ポン
プ3の吐出「J3aとの間の第一の管路5は、可どう性
制料によって形成し、更に第一の管路中で、分岐管5a
より沈砂洗浄分離機6側に第一の弁7を配設する。In the figure, 1 is a sand settling basin, which has a slightly downward slope in the downstream direction, and a sand settling pit 2 is provided at its downstream end. A sand pump 3 is suspended above the sand pits I-2 via a lifting device @4. A first pipe line 5 is connected to the discharge port 3a of the sand pump 3, and a sand cleaning separator 6 is disposed at the outlet end of the first pipe line 5. A branch pipe 5a is provided in the middle of the first pipe line 5. In one pipe line, branch pipe 5a
A first valve 7 is disposed closer to the sand settling washing separator 6 side.
第一の弁7は電磁弁または電動弁とする。沈砂池1の底
部に臨んで砂寄ノズル8を、沈砂ピット2の方へ向けて
複数個配列する。砂寄ノズル8と分岐管5aとを第二の
管路9で連結し、分岐管5aと砂寄ノズル8との間に第
二の弁10を配設する。The first valve 7 is a solenoid valve or an electric valve. A plurality of sand nozzles 8 are arranged facing the bottom of the sand settling basin 1 and facing toward the sand settling pit 2. The sand nozzle 8 and the branch pipe 5a are connected by a second conduit 9, and a second valve 10 is disposed between the branch pipe 5a and the sand nozzle 8.
第二の弁10も電磁弁または電動弁とする。The second valve 10 is also a solenoid valve or an electric valve.
次しこ上記した装置の運転方gtこついて説明する。Next, we will explain how to operate the above-mentioned device.
通常、即ち揚砂作業を行なわないときは、揚砂ポンプ3
は水面より上に引き」―げておく。揚砂作業を開始する
ときは、まず揚砂ポンプ3を昇降装置4で下降させる。Normally, when sand pumping work is not performed, the sand pump 3
Pull it above the water surface. When starting the sand lifting operation, the sand lifting pump 3 is first lowered by the lifting device 4.
そして揚砂ポンプ3が水面下で、堆積した沈砂を吸引し
ない程度の位置になったとき位置検知器で揚砂ポンプ3
の下降を停止させる。When the sand pump 3 reaches a position below the water surface that does not suck up the accumulated sand, the position detector detects that the sand pump 3
stop the descent.
位置検知器は周知のリミットスイッチでよい。The position detector may be a well-known limit switch.
揚砂ポンプ3の前記下降停止位置は事前に、上記した状
態の位置をチエツクしておき、これを位置検知器に設定
しておく。The above-mentioned lowering stop position of the sand pump 3 is checked in advance and set in the position detector.
次に揚砂ポンプ3を運転し、第一の弁7を「閉」にし、
次いで第二の弁10を「開jにする。そうすると砂寄せ
ノズル8より揚砂ポンプ3からの水が噴出されて、沈砂
池1上に堆積した沈砂を沈砂ピット2へ移送し集積する
。Next, operate the sand pump 3, close the first valve 7,
Next, the second valve 10 is opened. Then, water from the sand pump 3 is ejected from the sand nozzle 8, and the sand accumulated on the sand settling basin 1 is transferred to the sand settling pit 2 and accumulated therein.
前記した揚砂ポンプ3を水面下で、堆積した沈砂を吸引
しない程度の位置に停止させるのは、砂寄せノズル8や
第二の管路9中に無用の砂が流れ込んで、それらを閉塞
させたり早期に摩耗させたりすることを防ぐためのもの
である。Stopping the above-mentioned sand pump 3 below the water surface at a position where it will not suck up the accumulated sediment, to prevent unnecessary sand from flowing into the sand collection nozzle 8 and the second pipe 9 and clogging them. This is to prevent premature wear and tear.
揚砂ポンプ3を所定時間運転したら、前記第二の弁10
を「閉」にして第一の弁7を1開」にする。After operating the sand pump 3 for a predetermined time, the second valve 10
is "closed" and the first valve 7 is "opened".
そうすると揚砂ポンプ3により吸引された水が第一の管
路5を通って沈砂洗浄分離機6中に排出される。沈砂洗
浄分離機6中に排出された沈砂は、そこで水と攪拌洗浄
されて有機分と砂に分離され、砂は通常の手段で外部し
こ運び出される。Then, the water sucked by the sand pump 3 is discharged into the sand washing separator 6 through the first pipe line 5. The sand discharged into the sand washing separator 6 is stirred and washed with water there to be separated into organic components and sand, and the sand is pumped out by normal means.
揚砂ポンプ3を沈砂を吸引排出するために適宜下降させ
ねばならないが、これは運転員がタイマーを見ながら一
定時間毎に一定距離だけ下降させる。The sand pump 3 must be lowered appropriately in order to suck and discharge the sediment, but this is done by an operator who lowers the sand pump 3 by a fixed distance at fixed intervals while watching a timer.
沈砂ピット2の沈砂を吸引排出し終えたら揚砂ポンプ3
は沈砂ピッ1〜2の底に着床する。この着床位置も位置
検知器に設定しておくことで自動的に下降は停止する。After suctioning and discharging the sand from the sand pit 2, the sand pump 3
settles on the bottom of sand pits 1 and 2. By setting this landing position in the position detector, the descent will automatically stop.
その後は揚砂ポンプ3を上昇させて、待機位置にきたら
停止して、次の運転まで待機させる。Thereafter, the sand pump 3 is raised, and when it reaches the standby position, it is stopped and left on standby until the next operation.
次に第二の実施例について説明する。Next, a second embodiment will be described.
本実施例は、前記第一の管路5の、第一の弁7と沈砂洗
浄分離機6との途中に濃度計工1と流量計工2とを連結
したものである。In this embodiment, a concentration meter 1 and a flow rate meter 2 are connected in the first pipe line 5 between the first valve 7 and the sediment cleaning separator 6.
本実施例は前に説明した揚砂ポンプ3の昇降を自動的に
行うもので、特に揚砂ポンプ3の下降を濃度計工1の検
知量と関連づけて行うものであるが。In this embodiment, the sand pump 3 described above is automatically raised and lowered, and in particular, the lowering of the sand pump 3 is correlated with the amount detected by the concentration meter 1.
以下に詳細に説明する。This will be explained in detail below.
まず流量計12の測定値F(ここでは揚砂ポンプ−
3の吐出量となる)が規定値と同等のときは、揚砂ポン
プ3あるいは第一の管路5の中で閉塞は起こっておらず
、「正常」と判断される。First, when the measured value F of the flowmeter 12 (here, the discharge amount of the sand pump 3) is equal to the specified value, no blockage has occurred in the sand pump 3 or the first pipe line 5. It is judged to be "normal".
次に濃度i+ 11の測定値りと規定された上限値。Next is the upper limit defined as the measured value of concentration i+11.
下限値を比較し、その結果により下記のような判断およ
び動作を行う。The lower limit values are compared, and the following judgments and actions are performed based on the results.
(1)濃度計11の測定値りが下限値より小さい場合は
揚砂ポンプ3の下降を続行させる。(1) If the measured value of the concentration meter 11 is smaller than the lower limit, the sand pump 3 continues to descend.
(2)濃度計11の測定値りが下限値より大きく、上限
値より小さい場合は揚砂ポンプ3の下降を停止し、その
位置で吸引排出を行い、揚砂ポンプ3の吸引範囲内に沈
砂がなくなったら測定値りは下限値より小さくなるため
、揚砂ポンプ3は下降する。(2) If the measured value of the concentration meter 11 is greater than the lower limit value and smaller than the upper limit value, the sand pump 3 stops descending, and the sand is sucked and discharged at that position, settling the sand within the suction range of the sand pump 3. When it disappears, the measured value becomes smaller than the lower limit value, so the sand pump 3 descends.
(3)濃度計11の測定値りが上限値より大きくなった
場合は揚砂ポンプ3を一旦上昇させて、(1)の動作に
もどる。(3) If the measured value of the concentration meter 11 becomes larger than the upper limit, the sand pump 3 is raised once and the operation returns to (1).
そして揚砂ポンプ3が沈砂ピット2の底に着床したら、
位置検知器により下降は停止して、後に上昇して待機位
置にきたら停止して、次の運転まで−
待機させる。When the sand pump 3 reaches the bottom of the sand settling pit 2,
The lowering is stopped by the position sensor, and when it rises and reaches the standby position, it stops and waits until the next operation.
次に第三の実施例すこついて説明する。Next, the third embodiment will be explained in detail.
本実施例は前記二つの実施例に水槽13を連結したもの
である。具体的には水槽1−3は、第一の管路5中の、
沈砂洗浄分離機6と流量計12の途中に連結する。In this embodiment, a water tank 13 is connected to the above two embodiments. Specifically, the water tank 1-3 is in the first pipe line 5.
It is connected midway between the sand washing separator 6 and the flow meter 12.
流量計12の測定値Fが規定値より小さいときは揚砂ポ
ンプ3が閉塞したと判断し、揚砂ポンプ3を逆回転させ
て、その吐出口3a側から水槽13中の補給水を吸引し
、本来の吸引側に吐出させる。When the measured value F of the flowmeter 12 is smaller than the specified value, it is determined that the sand pump 3 is blocked, and the sand pump 3 is rotated in the reverse direction to suck makeup water in the water tank 13 from its discharge port 3a side. , discharge to the original suction side.
そうすることにより、容易に揚砂ポンプ3の閉塞を解除
することができる。By doing so, the blockage of the sand pump 3 can be easily released.
[発明の効果コ 本発明によれば、沈砂池における沈砂の集積。[Effects of invention According to the invention, accumulation of sediment in a settling basin.
排出を工つのポンプで行うことができて設備の簡易化を
計ることができる。Discharge can be performed using a single pump, simplifying equipment.
第王図は本発明の実施例の概略スケルトン図、第2図は
フローチャートを示す。
1;沈砂池、2;沈砂ピット、3;揚砂ポンプ、4;昇
降装置、5;第一の管路、
6;沈砂洗浄分離機、7;第一の弁、
8;砂寄ノズル、9;第二の管路、
10;第二の弁、11;濃度計、12;流量側、13;
水槽Fig. 2 shows a schematic skeleton diagram of an embodiment of the present invention, and Fig. 2 shows a flowchart. 1; Sand settling basin, 2; Sand settling pit, 3; Sand lifting pump, 4; Lifting device, 5; First pipe line, 6; Sand settling washing separator, 7; First valve, 8; Sand nozzle, 9 ; second pipe line, 10; second valve, 11; concentration meter, 12; flow rate side, 13;
aquarium
Claims (1)
の池底に流れ方向に水を噴出するように複数の砂寄せノ
ズルを配設し、沈砂ピットの上方に昇降自在に揚砂ポン
プを配設し、揚砂ポンプの吐出口に第一の管路を連結し
、該管路の出端に沈砂洗浄分離機を連結し、前記第一の
管路中に第一の弁を配設し、第一の管路中で前記第一の
弁より揚砂ポンプ側に分岐管を設け、前記分岐管と砂寄
ノズルとを第二の管路で連結し、第二の管路中に第二の
弁を配設したことを特徴とする沈砂排出装置。 2)第一の弁と沈砂洗浄分離機との間の第一の管路に、
濃度計と流量計を介装したことを特徴とする特許請求の
範囲第1項記載の沈砂排出装置。 3)第一の弁と沈砂洗浄分離機との間の第一の管路に、
水槽を連結したことを特徴とする特許請求の範囲第1項
又は第2項記載の沈砂排出装置。 4)特許請求の範囲第1項、第2項又は第3項記載の沈
砂排出装置を用いた沈砂排出方法であって、揚砂ポンプ
を水上部の待機位置より下降して、水中部の所定位置で
停止し、第一の弁を閉にして揚砂ポンプを運転して砂寄
ノズルより水を噴出して沈砂を沈砂ピットに移送し、所
定時間後揚砂ポンプを下降させながら第一の弁を開にし
、第二の弁を閉にし、揚砂ポンプが沈砂を吸引し終えて
、沈砂ピット底に着地したことを検知して、揚砂ポンプ
を停止して、それを上昇させることを特徴とする沈砂排
出方法。[Claims] 1) A sand settling pit is provided at the end of the sand settling basin in the flow direction, and a plurality of sand nozzles are arranged so as to spout water in the flow direction at the bottom of the sand settling basin, and above the sand settling pit. A sand pump is arranged to be able to move up and down, a first pipe line is connected to the discharge port of the sand pump, a sand cleaning separator is connected to the outlet end of the pipe line, and a sand washing separator is connected to the outlet end of the pipe line. A first valve is provided, a branch pipe is provided in the first pipe line closer to the sand pump than the first valve, and the branch pipe and the sand nozzle are connected by a second pipe line, A sediment discharge device characterized in that a second valve is disposed in a second pipe. 2) In the first pipe line between the first valve and the sand washing separator,
The sediment discharge device according to claim 1, characterized in that a concentration meter and a flow meter are interposed. 3) In the first pipe line between the first valve and the sand washing separator,
The sand settling and discharging device according to claim 1 or 2, characterized in that a water tank is connected. 4) A method for discharging sand using the settling and discharging device according to claim 1, 2, or 3, in which the sand pump is lowered from a standby position above the water to a predetermined position in the underwater part. The sand pump stops at the first position, closes the first valve, operates the sand pump, blows out water from the sand nozzle, transfers the sand to the sand pit, and after a predetermined period of time, lowers the sand pump and operates the sand pump. Open the valve, close the second valve, detect that the sand pump has finished suctioning the sand and landed on the bottom of the sand pit, stop the sand pump, and raise it. Characteristic sand discharge method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7612590A JP2915475B2 (en) | 1990-03-26 | 1990-03-26 | Settling discharge method and apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7612590A JP2915475B2 (en) | 1990-03-26 | 1990-03-26 | Settling discharge method and apparatus |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03275103A true JPH03275103A (en) | 1991-12-05 |
JP2915475B2 JP2915475B2 (en) | 1999-07-05 |
Family
ID=13596206
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7612590A Expired - Lifetime JP2915475B2 (en) | 1990-03-26 | 1990-03-26 | Settling discharge method and apparatus |
Country Status (1)
Country | Link |
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JP (1) | JP2915475B2 (en) |
Cited By (10)
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 |
JPH09141007A (en) * | 1995-11-17 | 1997-06-03 | Hitachi Kiden Kogyo Ltd | Grit lifting device of sewage basin |
JPH11226308A (en) * | 1998-02-12 | 1999-08-24 | Hitachi Kiden Kogyo Ltd | Sand pumping apparatus |
JP2001129313A (en) * | 1999-11-02 | 2001-05-15 | Hitachi Metals Ltd | Apparatus for pumping up sand and operation method thereof |
JP2001276507A (en) * | 2001-03-05 | 2001-10-09 | Tokyo Metropolis | Sand collector in settling basin and method for collecting sand using the same |
JP2001300208A (en) * | 2001-03-12 | 2001-10-30 | Tokyo Metropolis | Apparatus and method for gathering sand of sand sedimentation basin |
JP2005013959A (en) * | 2003-06-30 | 2005-01-20 | Ishigaki Co Ltd | Apparatus for removing sand in pump water suction tank |
JP2017047369A (en) * | 2015-09-02 | 2017-03-09 | 大阪市 | Solid-liquid separation system and solid-liquid separation method |
JP2019063764A (en) * | 2017-10-04 | 2019-04-25 | オルガノ株式会社 | Coagulator and operational method therefor |
JP2019214048A (en) * | 2019-09-13 | 2019-12-19 | 大阪市 | Solid-liquid separation system and solid-liquid separation method |
-
1990
- 1990-03-26 JP JP7612590A patent/JP2915475B2/en not_active Expired - Lifetime
Cited By (10)
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 |
JPH09141007A (en) * | 1995-11-17 | 1997-06-03 | Hitachi Kiden Kogyo Ltd | Grit lifting device of sewage basin |
JPH11226308A (en) * | 1998-02-12 | 1999-08-24 | Hitachi Kiden Kogyo Ltd | Sand pumping apparatus |
JP2001129313A (en) * | 1999-11-02 | 2001-05-15 | Hitachi Metals Ltd | Apparatus for pumping up sand and operation method thereof |
JP2001276507A (en) * | 2001-03-05 | 2001-10-09 | Tokyo Metropolis | Sand collector in settling basin and method for collecting sand using the same |
JP2001300208A (en) * | 2001-03-12 | 2001-10-30 | Tokyo Metropolis | Apparatus and method for gathering sand of sand sedimentation basin |
JP2005013959A (en) * | 2003-06-30 | 2005-01-20 | Ishigaki Co Ltd | Apparatus for removing sand in pump water suction tank |
JP2017047369A (en) * | 2015-09-02 | 2017-03-09 | 大阪市 | Solid-liquid separation system and solid-liquid separation method |
JP2019063764A (en) * | 2017-10-04 | 2019-04-25 | オルガノ株式会社 | Coagulator and operational method therefor |
JP2019214048A (en) * | 2019-09-13 | 2019-12-19 | 大阪市 | Solid-liquid separation system and solid-liquid separation method |
Also Published As
Publication number | Publication date |
---|---|
JP2915475B2 (en) | 1999-07-05 |
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