JPH07102283B2 - Sand basin structure - Google Patents
Sand basin structureInfo
- Publication number
- JPH07102283B2 JPH07102283B2 JP2054638A JP5463890A JPH07102283B2 JP H07102283 B2 JPH07102283 B2 JP H07102283B2 JP 2054638 A JP2054638 A JP 2054638A JP 5463890 A JP5463890 A JP 5463890A JP H07102283 B2 JPH07102283 B2 JP H07102283B2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- pressure water
- sand basin
- water
- flow path
- 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
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物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、ミーダ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 solids such as sand from the influent sewage and the raw water taken. Then, the sand basin is provided with a device for scraping the sediment deposited at the bottom into the sand pit, and as the scraping device, a device for scraping the sand by mechanical operation such as a flight conveyor, a screw conveyor, and a feeder, 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、降雨時などに濁質分が増加
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噴射ノズ
ルを沈砂池の流路巾方向に適当間隔をおいて配置してい
るが、各圧力水噴射ノズルの間隔を広くし、圧力水噴射
ノズルの個数を減らすと圧力水の積算水量を減少させる
ことができるものの、圧力水噴射ノズル間にジェット水
流が影響しない領域が生じ、沈砂のかき残しが生じる問
題があった。また、圧力水噴射ノズルの個数を増やすと
沈砂の残留をなくすことができるが、圧力水の積算水量
および消費電力が増加する問題があった。また、圧力水
噴射ノズルの個数とは無関係に、圧力水噴射ノズルのご
く近辺ではジェット水流が及ばない領域が生じ、沈砂が
残留する問題があった。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。DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention However, in a sand basin using a scraping device that performs the above-described conventional mechanical operation, when the amount of sediment deposited in the sand basin increases rapidly due to an increase in suspended matter during rainfall or the like. In some cases, the moving parts were 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. Also, in a sand basin that uses a device that draws sand by a jet water flow, the pressure water injection nozzles are arranged at appropriate intervals in the channel width direction of the sand basin, but the intervals between the pressure water injection nozzles are widened. Although it is possible to reduce the cumulative amount of pressure water by reducing the number of pressure water injection nozzles, there is a problem that a region where the jet water flow does not influence occurs between the pressure water injection nozzles, leaving behind uncut sand. Further, if the number of pressure water injection nozzles is increased, it is possible to eliminate the residual sand, but there is a problem that the cumulative amount of pressure water and power consumption increase. Further, regardless of the number of the pressure water jet nozzles, there is a problem that a region where the jet water flow does not reach occurs in the immediate vicinity of the pressure water jet nozzles, and the settling sand remains. 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流路をなし、底部に沈砂ピット
が形成された沈砂池において、沈砂ピットに向けて圧力
水を噴射する圧力水噴射ノズルを、沈砂ピットに続く流
路の底部で流路の幅方向の中央に位置させるとともに、
上下方向の回転軸まわりに回転自在に設けた構成とした
ものである。Means for Solving the Problems In order to solve the above problems, the present invention provides a flow path through which raw water flows from an upstream side to a downstream side, and a sand pit in a sand basin in which a sand pit is formed at the bottom. A pressure water injection nozzle for injecting pressure water toward the is located at the center of the flow path at the bottom of the flow path that continues to the sand pit,
The configuration is such that it is rotatably provided around a vertical rotation axis.
作用 上記した構成により、原水とともに沈砂池の流路に流入
した濁質分は、比重に基づく沈降速度に応じて順次に沈
降し、沈砂として沈砂池の底部に堆積する。そして、適
当期間ごと、もしくは沈砂池の底部に沈砂が適当量に堆
積したときに、圧力水噴射ノズルから圧力水を噴射して
圧力水のジェット水流によって沈砂を沈砂ピットに向け
て移送する。このとき、圧力水噴射ノズルを上下方向の
回転軸まわりに回転させることによって、ジェット水流
が作用する対象領域が流路の全幅にわたって広がり、堆
積した沈砂が残留することなく移送される。このため、
圧力水噴射ノズルの設置数量の削減が可能となり、圧力
水の積算水量および使用電力の低減が図られる。Action With the above-described configuration, the suspended matter that has flowed into the flow path of the sand basin together with the raw water sequentially settles according to the settling speed based on the specific gravity, and is deposited as sand on the bottom of the sand basin. Then, every appropriate period, or when an appropriate amount of sand is deposited on the bottom of the sand basin, pressure water is jetted from the pressure water jet nozzle, and the sand is transferred to the sand pit by the jet stream of the pressure water. At this time, by rotating the pressure water jet nozzle about the vertical rotation axis, the target region on which the jet water flow acts spreads over the entire width of the flow path, and the accumulated settling sand is transferred without remaining. For this reason,
It is possible to reduce the number of pressure water injection nozzles to be installed, and to reduce the cumulative amount of pressure water and the power consumption.
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〜第2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には砂だまり部4が形
成されている。そして、砂だまり部4の底部近傍に、圧
力水5を沈砂ピット3に向けて噴射する複数の圧力水噴
射ノズル6が沈砂池1の流路の幅方向の中央に位置し
て、かつ原水2の流れ方向に適当間隔をおいて設けられ
ており、各圧力水噴射ノズル6は上下方向に配置された
複数の圧力水主管7にそれぞれ取り付けられている。ま
た、各圧力水主管7は上端側および下端側をそれぞれ上
部軸受8および下部軸受9を介して沈砂池1の天井部お
よび底部に回転自在に支持されており、このため圧力水
噴射ノズル6は上下方向の回転軸まわりに回転自在とな
る。そして、各圧力水主管7は回転継手10および開閉弁
11を介して圧力水供給管12に連通しており、開閉弁11に
は開閉駆動を行うための弁駆動用水圧シリンダ装置13が
取り付けられている。また、圧力水供給管12は基端側に
圧送ポンプ14が介装されており、一端が制御水圧源とし
て電磁弁からなる制御回路15の入力側に接続されてい
る。Embodiment An embodiment of the present invention will be described below with reference to the drawings. First
1 to 2, 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. ,
A sand pool 4 is formed at the bottom on the downstream side of the sand pit 3. A plurality of pressure water injection nozzles 6 for injecting the pressure water 5 toward the sand pit 3 are located near the bottom of the sand basin 4 at the center of the flow path of the sand basin 1 in the width direction, and the raw water 2 The pressure water jet nozzles 6 are provided at appropriate intervals in the flow direction of 1, and are respectively attached to a plurality of pressure water main pipes 7 arranged in the vertical direction. Further, each pressure water main pipe 7 is rotatably supported on the upper end side and the lower end side by the upper bearing 8 and the lower bearing 9 on the ceiling part and the bottom part of the sand basin 1, respectively. It becomes rotatable around the vertical rotation axis. Each pressure water main pipe 7 is connected to the rotary joint 10 and the on-off valve
A valve water hydraulic cylinder device 13 for opening and closing is connected to the pressure water supply pipe 12 via the valve 11. Further, the pressure water supply pipe 12 is provided with a pressure pump 14 on the base end side, and one end thereof is connected to an input side of a control circuit 15 formed of a solenoid valve as a control water pressure source.
そして、各圧力水主管7には把手部16を介して回転駆動
用水圧シリンダ装置17が接続されており、回転駆動用水
圧シリンダ装置17および弁駆動用水圧シリンダ装置13は
制御回路15の出力側に接続されている。A rotary drive hydraulic cylinder device 17 is connected to each pressure water main pipe 7 via a grip portion 16. The rotary drive hydraulic cylinder device 17 and the valve drive hydraulic cylinder device 13 are connected to the output side of the control circuit 15. It is connected to the.
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18は、比重
に基づく沈降速度に応じて比重の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の下流側に続く砂だま
り部4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 settled 18 flowing into the sand basin 1 together with the raw water 2 sequentially from the one having a large specific gravity according to the sedimentation velocity based on the specific gravity. 3 and the sand settling pit 3 and settles and accumulates in a sand puddle portion 4 continuing to the downstream side.
そして、一定期間ごと、もしくは砂だまり部4に適当量
の沈砂18が堆積したときに、沈砂18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
7に介装された開閉弁11を、制御回路15の電磁弁を制御
して弁駆動水圧シリンダ装置13を駆動することによって
開放し、圧送ポンプ14によって供給される圧力水5を圧
力水供給管12および圧力水主管7を通して圧力水噴射ノ
ズル6に供給する。そして、圧力水噴射ノズル6から圧
力水5を噴射し、噴出する圧力水5のジェット水流によ
って沈砂18を上流側に向けて移送する。このとき、制御
回路15の電磁弁を制御して回転駆動用水圧シリンダ装置
17を駆動し、圧力水主管7を回転させることによって圧
力水噴射ノズル6を上下方向の回転軸まわりに回転させ
る。このことによって、ジェット水流が作用する対象領
域が沈砂池1の流路の全幅にわたって広がり、堆積した
沈砂18が残留することなく移送される。このため、圧力
水噴射ノズル6の設置数量の削減が可能となり、圧力水
5の積算水量および使用電力の低減が図られる。また、
圧力水噴射ノズル6の回転による対象領域の広がりによ
って圧力水噴射ノズル6の近辺においても沈砂18が残留
しない。Then, the sand sediment 18 is transferred at regular intervals or when an appropriate amount of sand sediment 18 is accumulated in the sand reservoir 4. This procedure will be described. First, the on-off valve 11 interposed in the pressure water main pipe 7 located on the most downstream side is opened by controlling the solenoid valve of the control circuit 15 to drive the valve drive hydraulic cylinder device 13, and the pressure pump 14 The supplied pressure water 5 is supplied to the pressure water jet nozzle 6 through the pressure water supply pipe 12 and the pressure water main pipe 7. Then, the pressure water 5 is jetted from the pressure water jet nozzle 6, and the settling sand 18 is transferred toward the upstream side by the jet water flow of the jetted pressure water 5. At this time, the solenoid valve of the control circuit 15 is controlled to rotate the hydraulic cylinder device for driving.
By driving 17 to rotate the main pressure water pipe 7, the pressure water jet nozzle 6 is rotated around the vertical rotation axis. As a result, the target area on which the jet water flow acts extends over the entire width of the flow path of the sand basin 1, and the accumulated sand 18 is transferred without remaining. Therefore, it is possible to reduce the number of the pressure water jet nozzles 6 installed, and it is possible to reduce the cumulative amount of the pressure water 5 and the power consumption. Also,
The settling water 18 does not remain even in the vicinity of the pressure water injection nozzle 6 due to the expansion of the target area due to the rotation of the pressure water injection nozzle 6.
以後、順次に上流側の圧力水主管7に介装された開閉弁
11を開放し、各圧力水主管7に設けられて圧力水噴射ノ
ズル6から圧力水5を噴射して沈砂18を沈砂ピット3に
移送する。このとき、圧力水噴射ノズル6は上下方向に
設けられた圧力水主管7に取り付けられているので、沈
砂18の移送に障害とならない。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18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。
また、開閉弁11の駆動、および圧力水主管7の駆動が圧
送ポンプ14の水圧を利用して弁駆動用水圧シリンダ装置
13ならびに回転駆動用水圧シリンダ装置17によって行わ
れるので、従来に較べて駆動用電動機を削減し、設備費
および消費電力費の低減を図ることができる。After that, the on-off valves sequentially installed in the upstream pressure water main pipe 7
11 is opened, the pressure water 5 is jetted from the pressure water jet nozzle 6 provided in each pressure water main pipe 7, and the settling sand 18 is transferred to the settling pit 3. At this time, since the pressure water jet nozzle 6 is attached to the pressure water main pipe 7 provided in the vertical direction, it does not hinder the transfer of the settling sand 18. Furthermore, since the jet water flow is injected from the downstream side toward the upstream side, the sediment 18 suspended by the stirring by the jet water flow does not flow out to the downstream side, and the adverse effects on the downstream processes and equipment are prevented.
Further, the opening / closing valve 11 and the main pressure water pipe 7 are driven by using the water pressure of the pressure pump 14 to drive the valve hydraulic cylinder device.
Since it is performed by the rotary drive hydraulic cylinder device 17 and the rotary drive hydraulic cylinder device 17, it is possible to reduce the number of drive electric motors and to reduce the equipment cost and the power consumption cost as compared with the related art.
そして、圧力水5を噴射しないときには圧力水噴射ノズ
ル6の開口部を下流側に向けることによって沈砂18の侵
入を抑止して開口部の閉塞を防止することができる。When the pressure water 5 is not jetted, the opening of the pressure water jet nozzle 6 can be directed to the downstream side to prevent the sand settling 18 from entering and to prevent the opening from being blocked.
また、本実施例においては、一つの圧力水主管7に取り
付ける圧力水噴射ノズル6を単体としたが複数体の圧力
水噴射ノズル6を設けてもよい。さらに、圧力水主管7
を駆動する構成としてチェーンとスプロケットによる構
成や平歯車とラックアンドピニオンによる構成を用いて
もよい。Further, in this embodiment, the pressure water jet nozzle 6 attached to one pressure water main pipe 7 is a single body, but a plurality of pressure water jet nozzles 6 may be provided. Furthermore, the pressure water main pipe 7
As a structure for driving the gear, a structure using a chain and a sprocket or a structure using a spur gear and a rack and pinion may be used.
発明の効果 以上述べたように本発明によれば、圧力水噴射ノズルを
上下方向の回転軸まわりに回転させることによって、ジ
ェット水流が作用する対象領域を流路の全幅にわたって
広げることができ、堆積した沈砂を残留することなく移
送することができ、圧力水噴射ノズルの設置数量を削減
して圧力水の積算水量および使用電力の低減を図ること
ができる。As described above, according to the present invention, by rotating the pressure water jet nozzle about the vertical rotation axis, the target region on which the jet water flow acts can be expanded over the entire width of the flow path, and The settled sand can be transferred without remaining, and the number of installed pressure water injection nozzles can be reduced to reduce the cumulative amount of pressure water and the power consumption.
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図の平面図である。 1……沈砂池、2……原水、3……沈砂ピット、5……
圧力水、6……圧力水噴射ノズル、7……圧力水主管、
18……沈砂。FIG. 1 is an overall configuration diagram showing an embodiment of the present invention, and FIG. 2 is a plan view of FIG. 1 ... Settling basin, 2 ... Raw water, 3 ... Settling pit, 5 ...
Pressure water, 6 ... Pressure water jet nozzle, 7 ... Pressure water main pipe,
18 ... Settling sand.
Claims (1)
流路をなし、底部に沈砂ピットが形成された沈砂池にお
いて、沈砂ピットに向けて圧力水を噴射する圧力水噴射
ノズルを、沈砂ピットに続く流路の底部で流路の幅方向
の中央に位置させるとともに、上下方向の回転軸まわり
に回転自在に設けたことを特徴とする沈砂池構造。1. A pressure water injection nozzle for injecting pressure water toward a sand pit in a sand basin having a flow path through which raw water flows from the upstream side to the downstream side and having a sand pit at the bottom. The sand basin structure is characterized in that it is located at the center of the flow path at the bottom of the flow path following the sand pit and is rotatably provided around a vertical axis of rotation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2054638A JPH07102283B2 (en) | 1990-03-06 | 1990-03-06 | Sand basin structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2054638A JPH07102283B2 (en) | 1990-03-06 | 1990-03-06 | Sand basin structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03258308A JPH03258308A (en) | 1991-11-18 |
| JPH07102283B2 true JPH07102283B2 (en) | 1995-11-08 |
Family
ID=12976316
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2054638A Expired - Lifetime JPH07102283B2 (en) | 1990-03-06 | 1990-03-06 | Sand basin structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07102283B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4495328B2 (en) * | 2000-10-06 | 2010-07-07 | 前澤工業株式会社 | Sand collection device for sand basin |
| JP3869352B2 (en) * | 2002-11-12 | 2007-01-17 | 日鉱金属株式会社 | Calorie measurement method of metal foil, adjustment method of surface characteristics, laser drilling method or calorimeter |
| JP4981734B2 (en) * | 2008-03-31 | 2012-07-25 | 株式会社クボタ | Sand basin |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55152508A (en) * | 1979-05-17 | 1980-11-27 | Kunio Watabe | Machine facility for sedimentation basin |
| JPS5678607A (en) * | 1979-11-29 | 1981-06-27 | Kubota Ltd | Rapid sedimentation equipment |
| JPS58186807U (en) * | 1982-06-03 | 1983-12-12 | 望月 「あ」夫 | sand pumping equipment |
| JPS58186808U (en) * | 1982-06-03 | 1983-12-12 | 望月 「あ」夫 | sand pumping equipment |
-
1990
- 1990-03-06 JP JP2054638A patent/JPH07102283B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03258308A (en) | 1991-11-18 |
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