JPH07229132A - Inflow channel of pumping station - Google Patents
Inflow channel of pumping stationInfo
- Publication number
- JPH07229132A JPH07229132A JP6019305A JP1930594A JPH07229132A JP H07229132 A JPH07229132 A JP H07229132A JP 6019305 A JP6019305 A JP 6019305A JP 1930594 A JP1930594 A JP 1930594A JP H07229132 A JPH07229132 A JP H07229132A
- Authority
- JP
- Japan
- Prior art keywords
- water
- foreign matter
- flow
- sediment
- vortex
- 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.)
- Pending
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、河川などの主水路から
分岐して形成した分流路の奥部に、ポンプを設置した吸
水槽が設けられているポンプ場の流入水路に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an inflow channel of a pumping station in which a water absorption tank having a pump is provided in the inner part of a branch channel formed by branching from a main channel of a river or the like.
【0002】[0002]
【従来の技術】従来より、河川などの主水路から分岐し
て形成した分流路の奥部に、ポンプを設置した吸水槽が
設けられているポンプ場の流入水路として、図5に示す
ものが知られている。すなわち、河川などの主水路1に
対して投影平面内で所定の折曲角θ(たとえばθ=90
゜)で折れ曲る取水部2Aと、この取水部2Aに連続し
て主水路1に平行に形成された導入部2Bを備えた分流
路2が分岐形成され、導入部2Bの奥部に複数台のポン
プP,Pが設置された吸水槽3を設けた構造になってい
る。2. Description of the Related Art Conventionally, as an inflow channel of a pumping station in which a water absorption tank in which a pump is installed is provided in the inner part of a branch channel formed by branching from a main channel of a river or the like, one shown in FIG. Are known. That is, with respect to the main waterway 1 such as a river, a predetermined bending angle θ (for example, θ = 90) in the projection plane.
2) is branched at a water intake portion 2A and an inlet portion 2B formed in parallel to the main water channel 1 in parallel with the water inlet portion 2A. It has a structure in which a water absorption tank 3 in which the pumps P, P of the table are installed is provided.
【0003】この種のポンプ場の流入水路において、主
水路1から分流路2に流入する水は、矢印Aで示すよう
に方向転換して取水部2Aの幅方向外側に向けて偏流し
たのち、矢印Bで示すように導入部2Bに向けて移動
し、導入部2Bから吸水槽3に流下してポンプP,Pに
より吸水される。In the inflow channel of this type of pumping station, the water flowing from the main channel 1 into the branch channel 2 changes its direction as shown by an arrow A and is deflected toward the outside in the width direction of the intake section 2A. As shown by the arrow B, it moves toward the introduction section 2B, flows down from the introduction section 2B into the water absorption tank 3, and is absorbed by the pumps P, P.
【0004】一方、分流路2の入口付近、つまり取水部
2Aの矢印Aで示す偏流の内側に剥離による渦流Cが発
生し、この渦流Cに取り込まれて沈下した土砂やヘドロ
などの異物が経時により取水部2Aの底面に堆積して、
分流路2での水の流れを妨げる不都合が発生する要因に
なる。On the other hand, a vortex C due to separation is generated in the vicinity of the inlet of the diversion channel 2, that is, inside the uneven flow indicated by the arrow A of the water intake section 2A, and foreign matters such as sediment and sludge that are taken into the vortex C and settle down with time. Accumulated on the bottom surface of the water intake section 2A by
This becomes a factor that causes an inconvenience that hinders the flow of water in the branch channel 2.
【0005】[0005]
【発明が解決しようとする課題】分流路の入口付近に渦
流が発生し、この渦流に取り込まれて沈下した土砂やヘ
ドロなどの異物が経時により分流路の底面に堆積して、
分流路での水の流れを妨げる不都合が発生する要因にな
る点である。A vortex is generated in the vicinity of the inlet of the shunt, and foreign matter such as sediment and sludge that is trapped by the vortex is deposited on the bottom of the shunt over time.
This is a factor that causes an inconvenience that hinders the flow of water in the branch channel.
【0006】[0006]
【課題を解決するための手段】本発明は、主水路から分
岐して形成した分流路の奥部に、ポンプを設置した吸水
槽が設けられているポンプ場の流入水路において、前記
分流路の入口付近の少なくとも渦流発生領域に対応する
底部に、異物捕捉用の凹部が形成されていることを特徴
とし、渦流に取り込まれて沈下した土砂やヘドロなどの
異物を捕捉することにより、異物が分流路の底面に堆積
して、分流路での水の流れを妨げる不都合の発生を回避
する目的を達成した。According to the present invention, in an inflow water channel of a pumping station in which a water absorption tank in which a pump is installed is provided in the inner part of a branch channel formed by branching from a main water channel, A concave part for capturing foreign matter is formed at least at the bottom near the inlet, which corresponds to the vortex flow generation area.By trapping foreign matter such as sediment and sludge captured by the vortex, the foreign matter is diverted. The objective of avoiding the inconvenience of depositing on the bottom of the channel and obstructing the flow of water in the shunt was achieved.
【0007】[0007]
【作用】本発明によれば、河川などの主水路から取水さ
れた流れにおいて、分流路の入口付近で発生した渦流に
取り込まれている土砂やヘドロなどの異物は、沈下して
異物捕捉用の凹部に捕捉される。したがって、前記の異
物が分流路の底面に堆積して、分流路での水の流れが妨
げられることはない。また、異物捕捉用の凹部に捕捉さ
れた異物が、経時により堆積した場合には、分流路の入
口で水の流れをせき止めて、異物を除去すればよい。According to the present invention, in a flow taken from a main waterway such as a river, foreign matter such as sediment and sludge taken into the vortex generated near the inlet of the branch channel sinks to catch foreign matter. Captured in the recess. Therefore, the foreign matter is not deposited on the bottom surface of the shunt and the flow of water in the shunt is not hindered. In addition, when the foreign matter captured in the foreign matter capturing recess is accumulated over time, the foreign matter may be removed by blocking the flow of water at the inlet of the branch channel.
【0008】[0008]
【実施例】以下、本発明の実施例を図面に基づいて説明
する。図1は、本発明の一実施例を示す平面図、図2は
図1のX−X線断面図である。なお、前記図5の従来例
と同一もしくは相当部分には、同一符号を付して説明す
る。図1において、流入水路は、河川などの主水路1に
対して投影平面内で所定の折曲角θ(たとえばθ=90
゜)で折れ曲る取水部2Aと、この取水部2Aに連続し
て主水路1に平行に形成された導入部2Bを備えた分流
路2が分岐形成され、導入部2Bの奥部に複数台のポン
プP,Pが設置された吸水槽3を設けた構造になってい
る。Embodiments of the present invention will be described below with reference to the drawings. 1 is a plan view showing an embodiment of the present invention, and FIG. 2 is a sectional view taken along line XX of FIG. It should be noted that the same or corresponding parts as those in the conventional example of FIG. In FIG. 1, the inflow water channel has a predetermined bending angle θ (for example, θ = 90) with respect to the main water channel 1 such as a river in the projection plane.
(2) is bent, and a branch passage 2 having an inlet 2B formed parallel to the main water channel 1 is formed in a branching manner, and a plurality of inlets 2A are formed in the inner portion of the inlet 2B. It has a structure in which a water absorption tank 3 in which the pumps P, P of the table are installed is provided.
【0009】一方、分流路2の入口付近における渦流C
の発生領域に対応する底部に異物捕捉用の凹部4が形成
されている。この異物捕捉用の凹部4は、渦流Cが発生
する領域の直下に形成された深い主部4Aと、この主部
4Aの側方に連通して底部に形成され主部4Aに向かっ
て漸次下がり勾配に傾斜する浅い溝部4Bとを備えてい
る。また、分流路2の入口の両側に、角落とし5,5が
凹入して形成されている。On the other hand, the vortex flow C near the inlet of the branch flow channel 2
A concave portion 4 for catching a foreign matter is formed on the bottom portion corresponding to the area in which the foreign matter occurs. The foreign matter trapping recess 4 is formed in the bottom of the deep main portion 4A, which is formed directly below the region where the vortex C is generated, and communicates laterally with the main portion 4A, and is gradually lowered toward the main portion 4A. It has a shallow groove portion 4B that inclines in a gradient. In addition, corner cuts 5 and 5 are formed in a concave shape on both sides of the inlet of the branch flow channel 2.
【0010】このような構成であれば、主水路1から分
流路2に流入する水は、矢印Aで示すように方向転換し
て取水部2Aの幅方向外側に向けて偏流したのち、矢印
Bで示すように導入部2Bに向けて移動し、導入部2B
から吸水槽3に流下してポンプP,Pにより吸水され
る。一方、矢印Aで示す偏流の内側に剥離による渦流C
が発生する。この渦流Cに取り込まれている土砂やヘド
ロなどの異物は、沈下して異物捕捉用の凹部4における
深い主部4Aに捕捉される。また、矢印Aの偏流部から
沈下した異物は浅い溝部4Bに捕捉される。捕捉された
異物は、浅い溝部4Bが主部4Aに向かって漸次下がり
勾配に傾斜していることにより、深い主部4Aに向かっ
て自然に移動し、深い主部4Aに流入して捕捉されるこ
とになる。したがって、異物の堆積によって分流路2で
の水の流れが妨げられることはない。また、異物捕捉用
の凹部4に捕捉された異物が、経時により堆積した場合
には、図1において仮想線で示すように、角落とし5,
5に沿ってゲート6を降ろして、分流路2の入口で水の
流れをせき止め、分流路2の水をポンプP,Pにより排
水したのち、前記堆積している異物を除去すればよい。With such a construction, the water flowing from the main water channel 1 into the branch channel 2 changes its direction as shown by arrow A, and is deflected toward the outer side in the width direction of the water intake section 2A, and then the arrow B. Move toward the introduction section 2B as shown in
Is flowed down to the water absorption tank 3 and is absorbed by the pumps P, P. On the other hand, a vortex flow C due to separation inside the drift shown by arrow A
Occurs. The foreign matter such as earth and sand and sludge taken in by the vortex C sinks and is captured by the deep main portion 4A of the concave portion 4 for capturing foreign matter. Further, the foreign matter settled from the drift portion indicated by the arrow A is captured by the shallow groove portion 4B. The trapped foreign matter naturally moves toward the deep main portion 4A and is captured by flowing into the deep main portion 4A because the shallow groove portion 4B is gradually inclined toward the main portion 4A. It will be. Therefore, the flow of water in the diversion channel 2 is not hindered by the accumulation of foreign matter. Further, when the foreign matter captured in the concave portion 4 for capturing the foreign matter is accumulated over time, as shown by a phantom line in FIG.
5, the gate 6 is lowered, the flow of water is stopped at the inlet of the branch channel 2, the water in the branch channel 2 is drained by the pumps P, P, and then the accumulated foreign matter is removed.
【0011】図3は異物捕捉用の凹部4の変形例を示す
断面図である。すなわち、異物捕捉用の凹部4は、渦流
Cが発生する領域の直下に形成された深い主部4Aと、
この主部4Aの側方に連通して底部に水平に形成された
溝部4Bとを備えた構造であってもよい。また、図4に
示すように、異物捕捉用の凹部4を渦流Cが発生する領
域の直下に形成された深い主部4Aのみによって構成し
ても、前記実施例と同様の作用・効果を奏することがで
きる。FIG. 3 is a cross-sectional view showing a modified example of the concave portion 4 for capturing foreign matter. That is, the concave portion 4 for capturing foreign matter has a deep main portion 4A formed immediately below the region where the vortex C is generated,
A structure may be provided that includes a groove portion 4B that communicates laterally with the main portion 4A and is horizontally formed on the bottom portion. Further, as shown in FIG. 4, even if the concave portion 4 for trapping foreign matter is constituted only by the deep main portion 4A formed immediately below the region where the vortex C is generated, the same action and effect as the above-mentioned embodiment can be obtained. be able to.
【0012】なお、前記実施例では、主水路1に対して
投影平面内での折曲角θを90゜に設定して取水部2A
を分岐形成したポンプ場の流入水路について説明したい
るが、主水路1に対する取水部2Aの折曲角θは、90
゜にのみ限定されるものではなく、30゜〜90゜の範
囲において任意である。In the above embodiment, the bending angle θ in the projection plane with respect to the main water channel 1 is set to 90 °, and the water intake section 2A is set.
Although the inflow water channel of the pump station that has been branched is described, the bending angle θ of the water intake section 2A with respect to the main water channel 1 is 90
The angle is not limited to 30 °, but is arbitrary within the range of 30 ° to 90 °.
【0013】[0013]
【発明の効果】以上説明したように、本発明は、河川な
どの主水路から取水された流れにおいて、分流路の入口
付近で発生した渦流に取り込まれている土砂やヘドロな
どの異物は、沈下して異物捕捉用の凹部に捕捉される。
したがって、前記の異物が分流路の底面に堆積して、分
流路での水の流れが妨げられることはない。また、異物
捕捉用の凹部に捕捉された異物が、経時により堆積した
場合には、分流路の入口で水の流れをせき止めて、異物
を除去すればよい。As described above, according to the present invention, in a flow taken from a main waterway such as a river, foreign matter such as sediment and sludge taken in by the vortex generated near the inlet of the branch channel is settled. Then, it is captured in the concave portion for capturing the foreign matter.
Therefore, the foreign matter is not deposited on the bottom surface of the shunt and the flow of water in the shunt is not hindered. In addition, when the foreign matter captured in the foreign matter capturing recess is accumulated over time, the foreign matter may be removed by blocking the flow of water at the inlet of the branch channel.
【図1】本発明の一実施例を示す平面図である。FIG. 1 is a plan view showing an embodiment of the present invention.
【図2】図1のX一X線拡大断面図である。FIG. 2 is an enlarged cross-sectional view taken along line X1-X of FIG.
【図3】異物捕捉用の凹部の変形例を示す拡大断面図で
ある。FIG. 3 is an enlarged cross-sectional view showing a modified example of a recess for capturing foreign matter.
【図4】異物捕捉用の凹部の他の変形例を示す拡大断面
図である。FIG. 4 is an enlarged cross-sectional view showing another modified example of a concave portion for capturing a foreign matter.
【図5】従来例の平面図である。FIG. 5 is a plan view of a conventional example.
1 主水路 2 分流路 3 吸水槽 4 異物捕捉用の凹部 C 渦流 P ポンプ 1 Main Water Channel 2 Divided Flow Channel 3 Water Absorption Tank 4 Recess C for Catching Foreign Material C Eddy Current P Pump
Claims (1)
部に、ポンプを設置した吸水槽が設けられているポンプ
場の流入水路において、前記分流路の入口付近の少なく
とも渦流発生領域に対応する底部に、異物捕捉用の凹部
が形成されていることを特徴とするポンプ場の流入水
路。1. An inflow channel of a pumping station in which a water absorption tank in which a pump is installed is provided in a deep part of a branch channel formed by branching from a main channel, at least in a swirl flow generation region near an inlet of the branch channel. An inflow channel of a pumping station, characterized in that a recess for catching foreign matter is formed on the corresponding bottom.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6019305A JPH07229132A (en) | 1994-02-16 | 1994-02-16 | Inflow channel of pumping station |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6019305A JPH07229132A (en) | 1994-02-16 | 1994-02-16 | Inflow channel of pumping station |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH07229132A true JPH07229132A (en) | 1995-08-29 |
Family
ID=11995712
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6019305A Pending JPH07229132A (en) | 1994-02-16 | 1994-02-16 | Inflow channel of pumping station |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07229132A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100805159B1 (en) * | 2007-08-13 | 2008-02-21 | (주)우주엔지니어링 | Dam easy to discharge deposit |
CN103290809A (en) * | 2013-06-24 | 2013-09-11 | 四川大学 | Desilting device of water channel bend |
-
1994
- 1994-02-16 JP JP6019305A patent/JPH07229132A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100805159B1 (en) * | 2007-08-13 | 2008-02-21 | (주)우주엔지니어링 | Dam easy to discharge deposit |
CN103290809A (en) * | 2013-06-24 | 2013-09-11 | 四川大学 | Desilting device of water channel bend |
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