JPH07102281B2 - Sand basin structure - Google Patents

Sand basin structure

Info

Publication number
JPH07102281B2
JPH07102281B2 JP5463690A JP5463690A JPH07102281B2 JP H07102281 B2 JPH07102281 B2 JP H07102281B2 JP 5463690 A JP5463690 A JP 5463690A JP 5463690 A JP5463690 A JP 5463690A JP H07102281 B2 JPH07102281 B2 JP H07102281B2
Authority
JP
Japan
Prior art keywords
sand
pressure water
sand basin
water
basin
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.)
Expired - Lifetime
Application number
JP5463690A
Other languages
Japanese (ja)
Other versions
JPH03258306A (en
Inventor
伊藤  隆
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 JP5463690A priority Critical patent/JPH07102281B2/en
Publication of JPH03258306A publication Critical patent/JPH03258306A/en
Publication of JPH07102281B2 publication Critical patent/JPH07102281B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 産業上の利用分野 本発明は下水処理施設や浄水施設などの水処理設備にお
ける沈砂池構造に関する。
Description: TECHNICAL FIELD The present invention relates to a sand basin structure in a water treatment facility such as a sewage treatment facility or a water purification facility.

従来の技術 従来、下水処理施設や浄水施設においては流入下水や取
水した原水から沈砂などの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、沈砂池には底部に堆
積した沈砂を沈砂ピットにかき寄せる装置が設けられて
おり、かき寄せ装置としては、フライトコンベア、スク
リューコンベア、ミードなどの機械的動作により沈砂を
かき寄せる装置と、沈砂池の底部に配置した円筒形の圧
力水噴射ノズルから噴射する圧力水のジェット水流によ
って沈砂をかき寄せるものがあった。
2. Description of the Related Art Conventionally, in a sewage treatment facility or a water purification facility, a sand basin is provided as a facility for removing suspended matter such as sediment from the inflowing sewage and the raw water taken. Then, the sand basin is provided with a device that scrapes the sediment deposited at the bottom into the sand pit.As the scraping device, a device that scrapes the sand by mechanical operation such as a flight conveyor, a screw conveyor, and a mean, In some cases, the settling sand was attracted by a jet stream of pressure water jetted from a cylindrical pressure water jet nozzle located at the bottom of the pond.

発明が解決しようとする課題 しかし、上記した従来の機械的動作を行うかき寄せ装置
を用いる沈砂池においては、降雨時などに濁質物が増加
して沈砂池に堆積する沈砂量が急増した場合には、可動
部分が沈砂に埋没して駆動不能となることがあった。さ
らに、機械的動作に伴う摩耗が激しくメンテナンスを要
する問題があった。また、ジェット水流により沈砂をか
き寄せる装置を用いる沈砂池においては、圧力水の噴射
時間が10〜30分必要であり、圧力水として使用する積算
水量が多いとともに、消費電力が多くなる問題があっ
た。また、円筒形の圧力水噴射ノズルから噴射するジェ
ット水流は沈砂池の流路巾方向への広がりが少なく、沈
砂のかき残しが多くなり、かき寄せ効率が低い問題があ
った。さらに、沈砂池ピットを沈砂池の下流端に設けて
下流側へ圧力水を噴射するのでジェット水流による撹拌
によって浮遊化した沈砂が沈砂ピットを越えてポンプ井
に流入する問題があった。
DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention However, in a sand basin using the above-mentioned conventional scraping device that performs mechanical operation, when the amount of sediment deposited in the sand basin increases due to an increase in suspended matter during rainfall or the like, , The movable parts were sometimes buried in the sand and could not be driven. In addition, there is a problem that the mechanical operation causes severe wear and requires maintenance. Moreover, in a sand basin using a device that draws sand by a jet water flow, it takes 10 to 30 minutes to inject the pressure water, and there is a problem that the amount of accumulated water used as pressure water is large and the power consumption is large. It was In addition, there is a problem that the jet water flow jetted from the cylindrical pressure water jet nozzle does not spread in the channel width direction of the sand basin, the amount of sand left behind is large, and the scraping efficiency is low. Further, since a sand basin pit is provided at the downstream end of the sand basin and the pressure water is jetted to the downstream side, there is a problem that suspended sediment due to agitation by jet water flows into the pump well beyond the sand pit.

本発明は上記課題を解決するもので、沈砂をかき残すこ
となく、少ない積算水量で沈砂を沈砂ピットに移送する
ことができる沈砂池構造を提供することを目的とする。
The present invention solves the above problems, and an object of the present invention is to provide a sand basin structure capable of transferring sand to a sand pit with a small amount of accumulated water without scratching the sand.

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、原水が上流側から
下流側に向けて通水するとともに、底部に沈砂ピットが
形成された沈砂池において、沈砂池の底部近傍に沈砂ピ
ットに向けて圧力水を噴射する複数の圧力水噴射ノズル
が設けられ、この圧力水噴射ノズルが薄板にノズル開孔
部を形成されてなる構成としたものである。
Means for Solving the Problems In order to solve the above problems, the present invention provides a raw water that flows from an upstream side to a downstream side, and in a sand basin in which a sand pit is formed at the bottom, near the bottom of the sand basin. Is provided with a plurality of pressure water injection nozzles for injecting pressure water toward the sand pit, and the pressure water injection nozzles are formed by forming nozzle openings in a thin plate.

また、原水が上流側から下流側に向けて通水する沈砂池
において、上流側の底部に沈砂ピットが設けられるとと
もに、沈砂ピットに続く下流側の底部近傍に上流側に向
けて圧力水を噴射する複数の圧力水噴射ノズルが配置さ
れ、この圧力水噴射ノズルが沈砂池の流路巾方向に適当
間隔をおいて列をなすとともに、原水の流れ方向に適当
間隔をおいて複数列に設けられ、圧力水の噴出方向に上
り勾配をなす傾斜面が沈砂池の底部で圧力水噴射ノズル
の各列間において形成された構成としたものである。
In addition, in a sand basin where raw water flows from the upstream side to the downstream side, a sand pit is provided at the bottom on the upstream side, and pressure water is jetted toward the upstream side near the bottom on the downstream side following the sand pit. A plurality of pressure water jet nozzles are arranged. The pressure water jet nozzles are arranged in rows at appropriate intervals in the width direction of the sand basin, and are also provided in rows at appropriate intervals in the raw water flow direction. The inclined surface having an upward slope in the pressure water jetting direction is formed between the rows of the pressure water jet nozzles at the bottom of the sand basin.

作用 上記した構成により、圧力水噴射ノズルが薄板にノズル
開孔部を形成されてなり、ノズル流路が短いことから、
ノズル開孔部から噴出する圧力水が沈砂池の流路巾方向
に広がり、幅広い領域の沈砂に対してジェット水流が作
用し、さらにジェット水流の周囲にジェット水流と同じ
方向に同伴流が生じて相乗効果が奏せられ、ジェット水
流による沈砂のかき寄せ効率が向上するとともに、沈砂
のかき残しがなくなり、圧力水の積算水量、水圧の低減
および噴射時間の短縮を図ることが可能となる。
By the above-mentioned configuration, the pressure water jet nozzle is formed by forming a nozzle opening portion in a thin plate, and since the nozzle flow path is short,
The pressure water ejected from the nozzle hole spreads in the channel width direction of the sand basin, the jet water flow acts on the sand in a wide area, and the entrained flow is generated around the jet water flow in the same direction as the jet water flow. A synergistic effect is exerted, the efficiency of scraping sand by the jet water flow is improved, and there is no leftover sand scraping, and it is possible to reduce the cumulative amount of pressure water, the water pressure, and the injection time.

また、沈砂は沈砂ピットの下流側における沈砂池の底部
に、比重に基づく沈降速度に応じて順次に比重の大きい
ものほど上流側に沈降して堆積する。そして、始めに最
下流側に位置する列に配置された圧力水噴射ノズルから
圧力水を噴射して沈砂を上流側に向けて移送し、順次に
上流側の列に配置された圧力水噴射ノズルから圧力水を
噴射して沈砂を沈砂ピットに移送する。
Further, the settling deposits on the bottom of the settling basin on the downstream side of the settling pit, in descending order of specific gravity according to the settling velocity based on the specific gravity. Then, first, pressure water is jetted from the pressure water jet nozzles arranged in the row located on the most downstream side to transfer the sediment toward the upstream side, and the pressure water jet nozzles sequentially arranged in the row on the upstream side. The sand is transferred to the sand pit by injecting pressured water from.

このとき、沈砂ピットからより遠くの下流側に堆積する
沈砂ほど比重が小さいので沈砂の移送に要するエネルギ
ーの省力化が図られる。また、沈砂池の流路巾方向に適
当間隔をおいて圧力水噴射ノズルを配置しているので、
流路巾の全幅にわたって沈砂がかき寄せられる。さら
に、ジェット水流を下流側から上流側に向けて噴射する
ので、ジェット水流による撹拌によって浮遊化した沈砂
が下流側に流出せず、下流側のプロセスや機器への悪影
響が防止される。
At this time, since the specific gravity of the sediment that accumulates further downstream from the sediment pit is smaller, the energy required for transporting the sediment can be saved. Also, because the pressure water jet nozzles are arranged at appropriate intervals in the width direction of the sand basin,
Sediment is drawn over the entire width of the channel. Furthermore, since the jet water flow is jetted from the downstream side to the upstream side, sedimentation suspended by the jet water flow does not flow out to the downstream side, and adverse effects on downstream processes and equipment are prevented.

また、沈砂池の底部においては沈砂が傾斜面に沿って移
動し、慣性力によって上流側の圧力水噴射ノズルを飛び
越して移送されるので、圧力水噴射ノズルが沈砂の移送
経路上の障害とならないばかりか、圧力水噴射ノズルに
対する沈砂の堆積が抑制される。
At the bottom of the settling basin, the settling sand moves along the inclined surface and is transferred over the pressure water injection nozzle on the upstream side by the inertial force, so the pressure water injection nozzle does not become an obstacle on the transfer route of the settling sand. In addition, sedimentation of the pressure water jet nozzle is suppressed.

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流
通する流路をなしており、沈砂池1の底部には上流側に
位置して沈砂ピット3が形成されるとともに、沈砂ピッ
ト3に続く下流側の底部近傍に、圧力水4を上流側に向
けて噴射する複数の圧力水噴射ノズル5が配置されてい
る。この圧力水噴射ノズル5は薄板5aにノズル開孔部5b
を形成したものであり、ノズル開孔部5bが上下方向のス
リット状に形成されている。そして、圧力水噴射ノズル
5は、沈砂池1の流路巾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複数
列に設けられている。また、各圧力水噴射ノズル5は各
列ごとに圧力水主管6にノズル取付管7を介して接続さ
れており、各圧力水主管6は電動式開閉弁8を介して圧
力水供給管9に連通している。さらに、圧力水供給管9
の途中には圧送ポンプ10が介装されている。そして、沈
砂池1の底部には圧力水噴射ノズル5の各列間において
傾斜面11が形成されており、傾斜面11は圧力水4の噴射
方向に上り勾配をなしている。また、沈砂ピット3には
揚砂装置12が設けられている。
Embodiment An embodiment of the present invention will be described below with reference to the drawings. First
In the figure, a sand basin 1 forms a flow path through which raw water 2 flows from an upstream side to a downstream side, and a sand pit 3 is formed at the bottom of the sand basin 1 at the upstream side and a sand pit 3 is formed. A plurality of pressure water injection nozzles 5 for injecting the pressure water 4 toward the upstream side are arranged near the bottom portion on the downstream side. This pressure water jet nozzle 5 has a thin plate 5a and a nozzle opening 5b.
The nozzle opening 5b is formed in a vertical slit shape. The pressure water jet nozzles 5 are arranged in rows at appropriate intervals in the channel width direction of the sand basin 1, and are arranged in rows at appropriate intervals in the flow direction of the raw water 2. Further, each pressure water jet nozzle 5 is connected to a pressure water main pipe 6 via a nozzle mounting pipe 7 for each row, and each pressure water main pipe 6 is connected to a pressure water supply pipe 9 via an electric on-off valve 8. It is in communication. Furthermore, the pressure water supply pipe 9
A pressure feed pump 10 is provided midway. An inclined surface 11 is formed between the rows of the pressure water injection nozzles 5 at the bottom of the sand basin 1, and the inclined surface 11 has an upward slope in the injection direction of the pressure water 4. A sand lifting device 12 is provided in the sand pit 3.

以下、上記構成における作用について説明する。沈砂池
1に流入した原水2は上流側から下流側に向けて流通
し、原水2とともに沈砂池1に流入した沈砂13は、比重
に基づく沈降速度に応じて比重に大きいものから順次に
沈砂ピット3および沈砂ピット3の下流側に続く沈砂池
1の底部に沈降して堆積する。
The operation of the above configuration will be described below. The raw water 2 flowing into the sand basin 1 flows from the upstream side to the downstream side, and the sand set 13 flowing into the sand basin 1 together with the raw water 2 is from the one having a larger specific gravity in accordance with the settling velocity based on the specific gravity, and the sand pits are successively arranged. 3 and the settling pit 3 is deposited and deposited on the bottom of the settling basin 1 downstream of the settling pit 3.

そして、一定期間ごともしくは沈砂池1の底部に適当量
の沈砂13が堆積したときに、沈砂13の移送を行う。この
手順を説明する。始めに最下流側に位置する圧力水主管
6に介装された電動式開閉弁8を開放し、圧送ポンプ10
によって供給される圧力水4を圧力水供給管9,圧力水主
管6,ノズル取付管7を通して各圧力水噴射ノズル5に供
給する。そして、圧力水噴射ノズル5のノズル開孔部5b
から圧力水4を噴射し、噴出する圧力水4のジェット水
流によって沈砂13を上流側に向けて移送する。このと
き、圧力水噴射ノズル5が薄板5aにノズル開孔部5bを形
成されてなり、ノズル流路が短く上下方向のスリット状
に開口することから、ノズル開孔部5bから噴出する圧力
水4が沈砂池1の流路巾方向に広がり、幅広い領域の沈
砂に対してジェット水流が作用し、さらにジェット水流
の周囲にジェット水流と同じ方向に同伴流が生じて相乗
効果が奏せられる。このため、ジェット水流による沈砂
13のかき寄せ効率が向上するとともに、沈砂13のかき残
しがなくなり、圧力水4の積算水量、水圧の低減および
噴射時間の短縮を図ることが可能となる。さらに、沈砂
池1の底部においては、沈砂13が傾斜面11に沿って移動
し、慣性力によって上流側の圧力水噴射ノズル5を飛び
越して移送されるので、圧力水噴射ノズル5が沈砂13の
移送経路上の障害とならないばかりか、圧力水噴射ノズ
ル5に対する沈砂13の堆積を抑制することができる。
Then, the sand settling 13 is transferred at regular intervals or when an appropriate amount of sand settling 13 is accumulated on the bottom of the sand settling basin 1. This procedure will be described. First, the electric open / close valve 8 installed in the pressure water main pipe 6 located on the most downstream side is opened, and the pressure pump 10
The pressure water 4 supplied by the above is supplied to each pressure water jet nozzle 5 through the pressure water supply pipe 9, the pressure water main pipe 6, and the nozzle mounting pipe 7. And the nozzle opening 5b of the pressure water jet nozzle 5
The pressure water 4 is jetted from the jetted water, and the settling sand 13 is transferred to the upstream side by the jet flow of the jetted pressure water 4. At this time, since the pressure water jet nozzle 5 is formed by forming the nozzle opening portion 5b in the thin plate 5a and the nozzle flow path is short and opens in the vertical slit shape, the pressure water 4 jetting from the nozzle opening portion 5b is formed. Spread in the width direction of the sand basin 1, the jet water flow acts on the sand in a wide area, and further, a companion flow is generated around the jet water flow in the same direction as the jet water flow, thereby producing a synergistic effect. For this reason, the settling by the jet stream
In addition to improving the scraping efficiency of 13, the settling of the settled sand 13 is eliminated, and it is possible to reduce the accumulated water amount of the pressure water 4, the water pressure, and the injection time. Furthermore, at the bottom of the sand basin 1, the sand 13 moves along the inclined surface 11 and is transferred by the inertial force over the pressure water jet nozzle 5 on the upstream side. Not only is it not an obstacle on the transfer path, but it is possible to suppress the accumulation of settling sand 13 on the pressure water jet nozzle 5.

以後、順次に上流側の圧力水主管6に介装された電動式
開閉弁8を開放し、各圧力水主管6に設けられた圧力水
噴射ノズル5から圧力水4を噴射して沈砂13を沈砂ピッ
ト3に移送する。このとき、沈砂ピット3からより遠く
の下流側に堆積する沈砂13ほど比重が小さいので、沈砂
13の移送に要するエネルギーの省力化が図られる。ま
た、沈砂池1の流路巾方向に適当間隔をおいて圧力水噴
射ノズル5を配置しているので、流路巾の全幅にわたっ
て沈砂がかき寄せられる。さらに、ジェット水流を下流
側から上流側に向けて噴射するので、ジェット水流によ
る撹拌によって浮遊化した沈砂13が下流側に流出せず、
下流側のプロセスや機器への悪影響が防止される。
After that, the electrically operated on-off valve 8 interposed in the upstream pressure water main pipe 6 is sequentially opened, and the pressure water 4 is injected from the pressure water injection nozzles 5 provided in each pressure water main pipe 6 to remove the settling sand 13. Transfer to sand pit 3. At this time, since the settling 13 deposited on the downstream side farther from the settling pit 3 has a smaller specific gravity, the settling
The energy required to transfer 13 can be saved. Moreover, since the pressure water jet nozzles 5 are arranged at appropriate intervals in the width direction of the sand basin 1, the sand is raked over the entire width of the flow path. Furthermore, since the jet water flow is jetted from the downstream side to the upstream side, the sediment 13 suspended by the stirring by the jet water flow does not flow out to the downstream side,
The adverse effects on downstream processes and equipment are prevented.

発明の効果 以上述べたように本発明によれば、薄板で形成された圧
力水噴射ノズルを流路巾方向に適当間隔をおいて配置す
ることにより、ノズル開孔部から噴出する圧力水を沈砂
池の流路巾方向に広げて幅広い領域の沈砂に対してジェ
ット水流を作用させることができ、ジェット水流による
沈砂のかき寄せ効率の向上を図るとともに、流路巾の全
幅にわたって沈砂をかき寄せて沈砂のかき残しをなくす
ことができ、圧力水の積算水量、水圧の低減および噴射
時間の短縮を図ることができる。また、沈砂池の上流側
に沈砂ピットを設け、沈砂ピットの下流側に圧力水噴射
ノズルを配置することにより、沈砂ピットからより遠く
の下流側に堆積する沈砂ほど比重を小さくして沈砂の移
送に要するエネルギーの省力化を図ることができる。ま
た、さらに、ジェット水流を下流側から上流側に向けて
噴射することによりジェット水流による撹拌によって浮
遊化した沈砂の下流側への流出を阻止し、下流側のプロ
セスや機器への悪影響を防止することができる。
EFFECTS OF THE INVENTION As described above, according to the present invention, by arranging the pressure water jet nozzles formed of thin plates at appropriate intervals in the width direction of the flow path, the pressure water jetted from the nozzle openings is settled. The jet water flow can be applied to a wide range of sedimentation by spreading it in the width direction of the pond, improving the efficiency of scraping the sand by the jet water flow, and scraping the sediment over the entire width of the flow path. It is possible to eliminate leftover scraps, reduce the cumulative amount of pressure water, the water pressure, and the injection time. In addition, by setting a sand pit on the upstream side of the sand basin and arranging a pressure water injection nozzle on the downstream side of the sand pit, the specific gravity becomes smaller for the sediment that accumulates farther downstream from the sand pit to transfer the sand. Labor saving of required energy can be achieved. Further, by jetting the jet water stream from the downstream side to the upstream side, the sedimentation suspended by the stirring by the jet water stream is prevented from flowing out to the downstream side, and the adverse effect on the downstream process and equipment is prevented. be able to.

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

第1図は本発明の一実施例を示す全体構成図、第2図は
第1図の平面図、第3図は同実施例における圧力水噴射
ノズルの拡大断面図である。 1……沈砂池、2……原水、3……沈砂ピット、4……
圧力水、5……圧力水噴射ノズル、5a……薄板、5b……
ノズル開口部、11……傾斜面、13……沈砂。
FIG. 1 is an overall configuration diagram showing an embodiment of the present invention, FIG. 2 is a plan view of FIG. 1, and FIG. 3 is an enlarged sectional view of a pressure water jet nozzle in the same embodiment. 1 ... sand basin, 2 ... raw water, 3 ... sand pit, 4 ...
Pressure water, 5 ... Pressure water jet nozzle, 5a ... Thin plate, 5b ...
Nozzle opening, 11 …… Inclined surface, 13 …… Sand settling.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】原水が上流側から下流側に向けて通水され
るとともに、底部に沈砂ピットが形成された沈砂池にお
いて、沈砂池の底部近傍に沈砂ピットに向けて圧力水を
噴射する複数の圧力水噴射ノズルが設けられ、この圧力
水噴射ノズルが薄板にノズル開孔部を形成されてなるこ
とを特徴とする沈砂池構造。
1. In a sand basin in which raw water is passed from an upstream side to a downstream side and a sand pit is formed at the bottom, a plurality of pressure water is jetted toward the sand pit near the bottom of the sand basin. The pressure water jet nozzle is provided, and the pressure water jet nozzle is formed by forming a nozzle hole portion in a thin plate.
【請求項2】原水が上流側から下流側に向けて通水する
沈砂池において、上流側の底部に沈砂ピットが設けられ
るとともに、沈砂ピットに続く下流側の底部近傍に上流
側に向けて圧力水を噴射する複数の圧力水噴射ノズルが
配置され、この圧力水噴射ノズルが沈砂池の流路巾方向
に適当間隔をおいて列をなすとともに、原水の流れ方向
に適当間隔をおいて複数例に設けられ、圧力水の噴射方
向に上り勾配をなす傾斜面が沈砂池の底部で圧力水噴射
ノズルの各列間において形成されたことを特徴とする沈
砂池構造。
2. In a sand basin through which raw water flows from upstream to downstream, a sand pit is provided at the bottom of the upstream side, and pressure is applied toward the upstream near the bottom of the downstream side following the sand pit. A plurality of pressure water jet nozzles for jetting water are arranged, and the pressure water jet nozzles form a row at an appropriate interval in the channel width direction of the sand basin and a plurality of cases at an appropriate interval in the raw water flow direction. A sand basin structure, characterized in that an inclined surface which is provided on the slope and forms an upward slope in the direction of injection of pressure water is formed between each row of pressure water injection nozzles at the bottom of the sand basin.
JP5463690A 1990-03-06 1990-03-06 Sand basin structure Expired - Lifetime JPH07102281B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5463690A JPH07102281B2 (en) 1990-03-06 1990-03-06 Sand basin structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5463690A JPH07102281B2 (en) 1990-03-06 1990-03-06 Sand basin structure

Publications (2)

Publication Number Publication Date
JPH03258306A JPH03258306A (en) 1991-11-18
JPH07102281B2 true JPH07102281B2 (en) 1995-11-08

Family

ID=12976258

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5463690A Expired - Lifetime JPH07102281B2 (en) 1990-03-06 1990-03-06 Sand basin structure

Country Status (1)

Country Link
JP (1) JPH07102281B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3768219B2 (en) * 2003-11-20 2006-04-19 間機設工業株式会社 Sludge recovery equipment
KR100738972B1 (en) * 2007-02-09 2007-07-12 주식회사 호국이엔지 Pipe nozzle type sludge collector
JP4881815B2 (en) * 2007-08-10 2012-02-22 水ing株式会社 Sand collector
JP6057307B2 (en) * 2015-06-19 2017-01-11 アクアインテック株式会社 Sand basin

Also Published As

Publication number Publication date
JPH03258306A (en) 1991-11-18

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