JP2568887Y2 - Intake tank - Google Patents
Intake tankInfo
- Publication number
- JP2568887Y2 JP2568887Y2 JP1993030757U JP3075793U JP2568887Y2 JP 2568887 Y2 JP2568887 Y2 JP 2568887Y2 JP 1993030757 U JP1993030757 U JP 1993030757U JP 3075793 U JP3075793 U JP 3075793U JP 2568887 Y2 JP2568887 Y2 JP 2568887Y2
- Authority
- JP
- Japan
- Prior art keywords
- flow
- water
- flow path
- tank
- dividing wall
- 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
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
Landscapes
- Structures Of Non-Positive Displacement Pumps (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、水位の変動を防止する
ようにした発電所等の取水槽に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an intake tank for a power plant or the like which prevents fluctuations in water level.
【0002】[0002]
【従来の技術】従来は複数台のポンプを設置する取水槽
においては、完全に区分された独立水路又は十分大きな
共有スペースを有する水路として計画されていたが、最
近では取水設備の小型化高流速化にともない小さな共有
スペースを分流壁で局部的に区分する水路が多くなって
いる。即ち、図4に示すように、導水路1の下流には、
下流に向かって流路がゆるやかに拡大した吸込水槽2が
設置されている。該吸込水槽2は、設置されるポンプの
数だけ(本例では4台)分流壁3、3aで区画されてい
る。中央の分流壁3は吸込水槽2を2分するように配置
され、更に2分された流路を2分するように分流壁3a
が配置されている。この分流壁3aは、上流からの水量
を等分すべく上流側では流路の内側へ傾斜させて配置し
てある。このように区画された各流路の下流には、それ
ぞれポンプ4が設けられている。図4中矢印は、水の流
れを示す。2. Description of the Related Art Conventionally, an intake tank provided with a plurality of pumps has been planned as a completely separated independent waterway or a waterway having a sufficiently large common space. As the number of watercourses is increased, small common spaces are locally divided by diversion walls. That is, as shown in FIG.
The suction water tank 2 whose flow path gradually expands toward the downstream is installed. The suction water tank 2 is divided by the number of installed pumps (four in this example) by the dividing walls 3 and 3a. The central dividing wall 3 is arranged so as to divide the suction water tank 2 into two, and furthermore, the dividing wall 3a so as to divide the divided flow path into two.
Is arranged. The dividing wall 3a is arranged to be inclined toward the inside of the flow path on the upstream side so as to equally divide the amount of water from the upstream. A pump 4 is provided downstream of each of the flow paths thus partitioned. Arrows in FIG. 4 indicate the flow of water.
【0003】[0003]
【考案が解決しようとする課題】前記図4に示す従来の
取水槽では、図5中に矢印で示すように、流れが左に偏
って流れたり右に偏って流れたりする、いわゆる発振現
象を起こすことがある。この発振現象は、図5に示すよ
うに、中央の分流壁3によって発生し、更に、2分する
分流壁3aの先端部でも発生する。これによって各区画
された流路内の水位変動が多く発生し、またその継続時
間も長く、最悪の場合はポンプの吸込口が露出し空気を
吸込むという不具合が生じる。In the conventional water intake tank shown in FIG. 4, as shown by the arrow in FIG. 5, a so-called oscillation phenomenon occurs in which the flow flows to the left or to the right. May cause. This oscillation phenomenon occurs as shown in FIG. 5 by the central dividing wall 3 and also at the tip of the dividing wall 3a that divides into two. As a result, the water level in each of the divided flow paths fluctuates greatly, and the duration thereof is long. In the worst case, there occurs a problem that the suction port of the pump is exposed and air is sucked.
【0004】本考案は、前記不具合を解決することがで
きる取水槽を提供しようとするものである。[0004] The present invention aims to provide an intake tank capable of solving the above-mentioned problems.
【0005】[0005]
【課題を解決するための手段】本考案は、導水路に接続
され複数の流路に区画された吸込水槽、及び前記各流路
内に設けられたポンプを備えた取水槽において、前記区
画された流路のほぼ先端部の水面下に板状の抵抗体を流
れにほぼ直交又は下流側へ傾斜して設けたことを特徴と
する。SUMMARY OF THE INVENTION The present invention is directed to a suction water tank connected to a headrace and divided into a plurality of flow paths, and an intake tank provided with a pump provided in each of the flow paths. A plate-like resistor is provided substantially below the water surface at a substantially leading end of the flow path and is provided so as to be substantially orthogonal to the flow or inclined to the downstream side.
【0006】[0006]
【作用】本考案では、吸込水槽の区画された流路の先端
部へ流入した水の流れは、抵抗体によって障害のない方
へ流向が変わり、抵抗体のない部分の流れは直進する。
従って、抵抗体の形状、寸法を適宜に選定することによ
り、各流路へ流入する水の流量を等しくすることができ
る。According to the present invention, the flow of water flowing into the front end of the flow path defined by the suction water tank is changed by a resistor to a direction where there is no obstacle, and the flow of the portion without the resistor goes straight.
Therefore, the flow rate of water flowing into each flow path can be made equal by appropriately selecting the shape and size of the resistor.
【0007】[0007]
【実施例】本考案の第1の実施例を、図1によって説明
する。導水路1の下流端には、下流に向かって流路がゆ
るやかに拡大する吸込水槽2が接続されている。該吸込
水槽2は、その下流部に立設されたポンプの数だけ(本
実施例では4台)分流壁3、3aで区画されている。即
ち、吸込水槽2内の流路を左右に2等分するよう中央の
分流壁3が配置され、更に2等分された流路を2等分す
る分流壁3aが配置されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described with reference to FIG. A suction water tank 2 whose flow path gradually expands downstream is connected to the downstream end of the water guide channel 1. The suction tank 2 is divided by the number of pumps (four in this embodiment) provided on the downstream side thereof by the dividing walls 3 and 3a. That is, a central dividing wall 3 is arranged so as to bisect the flow path in the suction water tank 2 to the left and right, and a dividing wall 3a is further arranged to bisect the bisected flow path.
【0008】前記中央の分流壁3の先端部の吸込水槽2
底部に抵抗体としての矩形の潜り堰5を立設する。この
潜り堰5は、流れに直交するように分流壁3に接してそ
の両側に設けられて分流壁3によって2分された流路内
の途中まで延びており、また、その高さは水面下にある
ように設定されている。前記潜り堰5の幅は、上流側導
水路幅の1〜1.5倍、高さは上流側導水路高さ又は水
深の0.4〜0.5倍とするのが望ましい。[0008] The suction water tank 2 at the end of the central dividing wall 3
At the bottom, a rectangular dive weir 5 as a resistor is erected. The submergence weir 5 is provided on both sides of the diversion wall 3 so as to be orthogonal to the flow and extends halfway in the flow path divided into two by the diversion wall 3, and its height is below the water surface. Is set as in It is desirable that the width of the dive weir 5 is 1 to 1.5 times the width of the upstream headrace, and the height is 0.4 to 0.5 times the height or depth of the upstream headrace.
【0009】本実施例は、以上の構成を具えているの
で、図1中矢印に示すように、導水路1から吸込水槽2
へ流入した水流は中央の分流壁3の先端部の吸込水槽2
の底部に設置された潜り堰5によって、一部は流れ方向
を変え、一部は素通りする。これによって、分流壁3の
先端部による左右の発振現象の発生が抑制され、各ポン
プ4に等量づつ水を分配して水位の変動を防止すること
ができる。In this embodiment, since the above-described structure is provided, as shown by an arrow in FIG.
The water flow that has flowed into the suction water tank 2 at the tip of the central dividing wall 3
A part of the flow direction is changed by the dive weir 5 installed at the bottom of the part, and a part is passed straight through. Thereby, the occurrence of left and right oscillation phenomena due to the distal end of the flow dividing wall 3 is suppressed, and water is distributed to the respective pumps 4 in equal amounts to prevent fluctuations in the water level.
【0010】なお、本第1の実施例では、中央の分流壁
3の先端部に潜り堰5を設けているが、これに加えて、
分流壁3aの先端部にも同様な潜り堰5を設けるように
することができる。In the first embodiment, the dive weir 5 is provided at the front end of the central dividing wall 3, but in addition to this,
A similar dive weir 5 can be provided at the tip of the dividing wall 3a.
【0011】本考案の第2の実施例を、図2によって説
明する。本実施例は、導水路1の途中に導水路1の下流
へ向って斜めに配置された吸込水槽2が設けられ、同吸
込水槽2内に4個の断面積がほぼ等しい流路を区画する
3個の分流壁3が配置され、各流路の下流部にポンプ4
が立設されている。前記各分流壁3の先端部の吸込水槽
2の底部には、前記第1の実施例と同様に、分流壁3に
接してその両側に流れに直交して設けられて流路の途中
まで延びており、かつ、水面下にある抵抗体としての潜
り堰5が立設されている。A second embodiment of the present invention will be described with reference to FIG. In the present embodiment, a suction water tank 2 is provided in the middle of the water channel 1 obliquely toward the downstream of the water channel 1, and defines four flow passages having substantially the same cross-sectional area in the suction water tank 2. Three flow dividing walls 3 are arranged, and a pump 4 is provided downstream of each flow path.
Is erected. At the bottom of the suction water tank 2 at the distal end of each of the flow dividing walls 3, as in the first embodiment, provided in contact with the flow dividing wall 3 and on both sides thereof at right angles to the flow and extending halfway through the flow path. A descent weir 5 as a resistor below the water surface is provided upright.
【0012】本実施例の吸込水槽2の各流路において
も、直進する流れと左右に偏よる流れが発生することが
あるが、これが潜り堰5によって抑制され、各流路に等
量の水を分配して水位の変動を防止することができる。
また、これによって、水路を大幅に小型化することがで
きる。In each of the flow paths of the suction water tank 2 of the present embodiment, a straight flow and a flow deviating left and right sometimes occur. However, this flow is suppressed by the dive weir 5 and an equal amount of water flows into each flow path. Can be distributed to prevent fluctuations in the water level.
In addition, this can greatly reduce the size of the water channel.
【0013】なお、前記第1及び第2の実施例では、潜
り堰5が流れに直交するように設けられているが、図3
に示すように、潜り堰5を流れの下流側へ傾斜するよう
に分流壁3の両側に設けるようにすることもできる。In the first and second embodiments, the dive weir 5 is provided so as to be orthogonal to the flow.
As shown in FIG. 5, the dive weir 5 may be provided on both sides of the flow dividing wall 3 so as to be inclined toward the downstream side of the flow.
【0014】[0014]
【考案の効果】本考案は、吸込水槽の区画された複数の
流路のほぼ先端部の水面下に設けられた板状の抵抗体に
よって、各流路の流量バランスが改善され、水位変動を
防止することができ、大幅に水路を小型化することがで
きる。According to the present invention, the flow rate of each flow path is improved by the plate-shaped resistor provided substantially below the water surface at the end of the plurality of flow paths defined in the suction water tank, and the water level fluctuation is reduced. Can be prevented, and the size of the water channel can be greatly reduced.
【図1】本考案の第1の実施例を示し、図1(a)はそ
の平面図、図1(b)は図1(a)のA−A矢視断面図
である。1 shows a first embodiment of the present invention, wherein FIG. 1 (a) is a plan view thereof, and FIG. 1 (b) is a sectional view taken along the line AA of FIG. 1 (a).
【図2】本考案の第2の実施例を示し、図2(a)はそ
の平面図、図2(b)は図2(a)のB−B矢視断面図
である。FIG. 2 shows a second embodiment of the present invention, wherein FIG. 2 (a) is a plan view thereof, and FIG. 2 (b) is a sectional view taken along the line BB of FIG. 2 (a).
【図3】前記本考案の第1及び第2実施例に用いられる
他の潜り堰を示す平面図である。FIG. 3 is a plan view showing another dive weir used in the first and second embodiments of the present invention.
【図4】従来の取水槽の平面図である。FIG. 4 is a plan view of a conventional water intake tank.
【図5】前記従来の取水槽における流れの発振現象の説
明図である。FIG. 5 is an explanatory view of a flow oscillation phenomenon in the conventional water intake tank.
1 導水路 2 吸込水槽 3,3a 分流壁 4 ポンプ 5 潜り堰 DESCRIPTION OF SYMBOLS 1 Headrace channel 2 Suction water tank 3, 3a Dividing wall 4 Pump 5 Dive weir
Claims (1)
た吸込水槽、及び前記各流路内に設けられたポンプを備
えた取水槽において、前記区画された流路のほぼ先端部
の水面下に板状の抵抗体を流れにほぼ直交又は下流側へ
傾斜して設けたことを特徴とする取水槽。1. A suction water tank connected to a headrace channel and divided into a plurality of flow paths, and a water intake tank provided with a pump provided in each of the flow paths, wherein a substantially distal end of the divided flow path is provided. An intake tank characterized in that a plate-like resistor is provided under the water surface so as to be substantially orthogonal to the flow or inclined to the downstream side.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1993030757U JP2568887Y2 (en) | 1993-06-08 | 1993-06-08 | Intake tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1993030757U JP2568887Y2 (en) | 1993-06-08 | 1993-06-08 | Intake tank |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0687425U JPH0687425U (en) | 1994-12-22 |
JP2568887Y2 true JP2568887Y2 (en) | 1998-04-15 |
Family
ID=12312566
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1993030757U Expired - Lifetime JP2568887Y2 (en) | 1993-06-08 | 1993-06-08 | Intake tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2568887Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016113786A (en) * | 2014-12-12 | 2016-06-23 | 三菱重工業株式会社 | Water intake facility of plant |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NO308625B1 (en) * | 1998-12-30 | 2000-10-02 | Eiriksson Nyfotek As Leiv | Procedure for reducing friction losses in tunnels |
JP5414481B2 (en) * | 2009-11-30 | 2014-02-12 | 中部電力株式会社 | Water intake equipment |
JP6634209B2 (en) * | 2014-12-16 | 2020-01-22 | 三菱重工業株式会社 | Plant water intake equipment |
-
1993
- 1993-06-08 JP JP1993030757U patent/JP2568887Y2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016113786A (en) * | 2014-12-12 | 2016-06-23 | 三菱重工業株式会社 | Water intake facility of plant |
Also Published As
Publication number | Publication date |
---|---|
JPH0687425U (en) | 1994-12-22 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19971216 |