JPS624573Y2 - - Google Patents

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Publication number
JPS624573Y2
JPS624573Y2 JP1758981U JP1758981U JPS624573Y2 JP S624573 Y2 JPS624573 Y2 JP S624573Y2 JP 1758981 U JP1758981 U JP 1758981U JP 1758981 U JP1758981 U JP 1758981U JP S624573 Y2 JPS624573 Y2 JP S624573Y2
Authority
JP
Japan
Prior art keywords
water
waterway
block
outlet
intake
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
Application number
JP1758981U
Other languages
Japanese (ja)
Other versions
JPS57133624U (en
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 filed Critical
Priority to JP1758981U priority Critical patent/JPS624573Y2/ja
Publication of JPS57133624U publication Critical patent/JPS57133624U/ja
Application granted granted Critical
Publication of JPS624573Y2 publication Critical patent/JPS624573Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed explanation of the idea]

この考案は水路用取水ブロツクに関するもので
ある。 水田などで水路を分岐して水路から取水する必
要がある場合には水路取水用ブロツクが用いられ
ている。即ち、側溝用ブロツクなどにより形成さ
れた水路の適当な個所に取水用の水口を有した水
路用取水ブロツクを配設し、通常は水口を止水板
などのゲートにより閉じておき、取水時にはゲー
トを開けることにより水路から水口に水を流出さ
せている。 この種のブロツクとしては、従来より水路と直
角方向に延在する水口を有するT字型のものが用
いられているが、特に水路の水深が深かつたり、
水路勾配が急で水路を流れる水の速度が早い場合
などには水口から所望量の水を取りにくく、この
ため水口付近に石や板を積み上げて流速をおとし
たり、極端な場合には取水ブロツクを配設後水口
を広げるために水口をこわしたりしている。しか
し水口付近に石と板を積み上げた場合にも積み上
げた石や板が流されたり、壊れたりしてしまうこ
とが多く、水口から思うような取水ができない。 この考案はこのような従来の水路用取水ブロツ
クの欠点に鑑みなされたもので、取水ブロツクの
水口付近の水路を深く、また水口付近の水路幅を
漸次広幅とすることを要旨とする。 以下添付の図面に示す実施例を用いてこの考案
について説明する。 この水路用取水ブロツクは第1図に示す様に流
入口1、送出口2及び取水口3を有して構成され
ている。取水口1と送出口2との間には静水池4
が形成されており、この静水池4は第2図に示す
様に流入口1、送出口2及び取水口3から取水ブ
ロツクの中心方向に向かう段11,21,31及
び壁5〜7によつて囲まれている。また取水口3
には取水時以外には第2図に示すように止水板8
がはめこまれる止水溝32が形成されている。壁
5,6は壁7とは平行でなく、それぞれ流入口
1、送出口2から取水口3に向けて壁7との距離
が漸次大きくなるようになつている。 以上の構成を有する水路用取水ブロツクの使用
状態を第2、3図を用いて説明する。 第3図はこの取水ブロツクを水田などの水路に
取り付けた一例を示したもので、取水ブロツクは
通常側溝用ブロツクなどの水路ブロツク10,1
3と連結されている。取水ブロツクと水路ブロツ
ク10,13との連結は水口ソケツト9によつ
て、または接続管12によりなされている。第3
図に於て水は水路中を矢印に示した様に図中左か
ら右へ、即ち水路ブロツク10側から取水ブロツ
クに入り、取水ブロツクから水路ブロツク13を
経て流出している。水路ブロツク10から流れこ
んだ水は流入口1、段11を経て静水池4に流入
する。静水池4が一杯になると水は段21送出口
2を経て水路ブロツク13に流出する。この時流
入口1より静水池4の中央部4aは広幅であるの
で静水池4の中央部4aの流速は流入口1の流速
より遅くなる。また、静水池4を設けたことによ
り、流入口1から入つた水は水クツシヨン作用に
より更に流速が減勢されるため、静水池中央部4
a付近の水の流れは後述の実験結果から明らかな
様に流入口1付近に比べて非常に緩やかなものと
なる。このため、取水すべく止水板8を開けた場
合には従来のT字型のものを用いた場合に比べて
取水口3から多量の水を流出させることができ
る。 次にこの考案の水路用取水ブロツクを用いて行
なつた実験結果を下表を用いて説明する。
This invention relates to a water intake block for waterways. A canal water intake block is used when it is necessary to branch off a canal and take water from the canal, such as in a rice field. In other words, a water intake block with a water intake for water intake is installed at an appropriate location in a waterway formed by a gutter block, etc., and the water intake is usually closed with a gate such as a water stop plate. By opening the channel, water flows out from the channel to the water outlet. This type of block has traditionally been T-shaped with a water outlet extending perpendicular to the waterway, but especially when the waterway is deep,
If the slope of the waterway is steep and the water flowing through the waterway is fast, it may be difficult to get the desired amount of water from the water outlet, so stones or boards may be piled up near the water mouth to slow the flow, or in extreme cases, water intake blocks may be installed. After installing the water spout, the water spout is broken to widen it. However, even when stones and boards are piled up near the water outlet, the stones and boards are often washed away or broken, making it impossible to draw water from the water outlet as expected. This invention was devised in view of the shortcomings of the conventional water intake block for waterways, and its gist is to make the waterway near the water intake block deeper and gradually widen the waterway near the water mouth. This invention will be explained below using examples shown in the attached drawings. As shown in FIG. 1, this water intake block for waterways has an inlet 1, an outlet 2, and an intake 3. A still water pond 4 is located between the water intake 1 and the outlet 2.
As shown in Fig. 2, this still water pond 4 is formed by steps 11, 21, 31 and walls 5 to 7 extending from the inlet 1, outlet 2, and intake 3 toward the center of the water intake block. surrounded by Also, water intake 3
The water stop plate 8 is installed as shown in Figure 2 except when water is being taken in.
A water stop groove 32 into which the water is fitted is formed. The walls 5 and 6 are not parallel to the wall 7, and the distance from the wall 7 gradually increases from the inlet 1 and the outlet 2 to the water intake 3, respectively. The state of use of the water intake block for waterways having the above configuration will be explained using FIGS. 2 and 3. Figure 3 shows an example of this water intake block installed in a waterway such as a rice field.
It is connected to 3. The water intake block and the water channel blocks 10, 13 are connected by a water inlet socket 9 or by a connecting pipe 12. Third
In the figure, water enters the water intake block from the waterway block 10 side as shown by the arrow in the waterway from left to right in the figure, and flows out from the water intake block via the waterway block 13. Water flowing from the channel block 10 flows into the still water pond 4 via the inlet 1 and the stage 11. When the still water pond 4 is full, water flows out through the outlet 2 of the stage 21 into the water channel block 13. At this time, since the central portion 4a of the still water pond 4 is wider than the inlet 1, the flow velocity at the central portion 4a of the still water reservoir 4 is slower than the flow velocity at the inlet 1. In addition, by providing the still water pond 4, the flow velocity of water entering from the inlet 1 is further reduced by the action of the water cushion.
As is clear from the experimental results described below, the flow of water near a is much slower than that near the inlet 1. Therefore, when the water stop plate 8 is opened to take in water, a larger amount of water can flow out from the water intake port 3 than when a conventional T-shaped plate is used. Next, the results of experiments conducted using the water intake block for waterways of this invention will be explained using the table below.

【表】 上の表において(1)〜(3)は静水池を設けず、水口
周辺の水路幅を漸次広幅とした取水ブロツクを用
いたもので、第4図Aに示すように水は水路ブロ
ツク10から取水ブロツクを介して水路ブロツク
13に流れている。ここで、A,B,Cはそれぞ
れ水路ブロツク11,13の図示の位置における
水深を示したものである。また(4)〜(7)は静水池を
設け、かつ水口周辺の水路幅を漸次広幅とした取
水ブロツクを用いたもので水は(1)〜(3)の場合と同
様に第4図Bに示すように水路ブロツク10から
取水ブロツクを介して水路ブロツク13に流れて
いる。尚、(4)〜(7)の場合にあつては水路の下流々
速を遅くする目的で水路ブロツク13の下流側に
せき上を設けている。〓印は水口水路幅をさらに
10cm広げたものを用いた場合の水口流量を示した
もので、水口水路幅を広げたことによつて静水池
中の流速がさらに遅くなり、水口へ流れ込む量量
が増した。また表中lは水口を開いた場合におけ
る静水池の入口から泡の発生するまでの距離を示
したものである。更に第4図A,Bに於てLは2
mである。 更に取水すべく水口を開けた場合には水路の水
口の上流付近に泡を伴つた波が発生するが、この
波の発生する位置は静水池を設けない場合((1)〜
(3))に比べて設けた場合((4)〜(7))の場合の方が
静水池による水クツシヨン作用によつて水路の上
流側になつた。 以上の実験結果から明らかな様に、この考案の
取水ブロツクは静水池を設けたことによる水クツ
シヨン作用及び水口周辺の水路幅を漸次広幅とし
たことにより水口部での流速を遅くすることがで
きる作用を有する。そしてこれら2つの作用の相
乗効果によつて水口からの取水量を従来の原案の
ものに比べてずつと大きくすることができる。
[Table] In the above table, (1) to (3) are those in which a still water pond is not provided, and a water intake block is used in which the width of the waterway around the water mouth is gradually widened.As shown in Figure 4A, water flows through the waterway. Water flows from block 10 to channel block 13 via an intake block. Here, A, B, and C indicate the water depths at the illustrated positions of the water channel blocks 11 and 13, respectively. In addition, (4) to (7) use a water intake block with a still water pond and the width of the waterway around the water mouth gradually widened, and the water is collected in the same way as in cases (1) to (3), as shown in Figure 4B. As shown in FIG. 2, water flows from the waterway block 10 to the waterway block 13 via the water intake block. In cases (4) to (7), a weir is provided on the downstream side of the waterway block 13 for the purpose of slowing down the downstream speed of the waterway. 〓mark indicates further width of waterway
This shows the flow rate at the water outlet when using a waterway widened by 10 cm.By widening the waterway width, the flow velocity in the still water pond further slowed down, and the amount of water flowing into the water mouth increased. Further, l in the table indicates the distance from the inlet of the still water pond to the point at which bubbles are generated when the water outlet is opened. Furthermore, in Figure 4 A and B, L is 2.
It is m. Furthermore, when the water outlet is opened to take in water, waves with foam are generated near the upstream side of the waterway's water outlet, but the position where these waves are generated is the same as when a still water pond is not installed ((1) ~
Compared to (3)), the cases (4) to (7) were located on the upstream side of the waterway due to the water cushioning effect of the still water pond. As is clear from the above experimental results, the water intake block of this invention can slow down the flow velocity at the water mouth by providing a water cushion effect by providing a still water pond and by gradually widening the channel width around the water mouth. It has an effect. Due to the synergistic effect of these two actions, the amount of water taken from the water outlet can be increased compared to the conventional draft.

【図面の簡単な説明】[Brief explanation of the drawing]

第1〜2図はこの考案の一実施例を示した説明
図、第3図、第4図A,Bは同じくこの考案の実
施例の使用状態をしるした説明図である。 1……流入口、2……送出口、3……取水口、
4……静水池、5〜7……壁、8……止水板、9
……水口ソケツト、10,13……水路ブロツ
ク、11,21,31……段、12……接続管、
32……止水溝。
1 and 2 are explanatory diagrams showing an embodiment of this invention, and FIGS. 3 and 4A and 4B are explanatory diagrams showing the usage state of the embodiment of this invention. 1...Inlet, 2...Outlet, 3...Water intake,
4... Still water pond, 5-7... Wall, 8... Water stop plate, 9
... Water outlet socket, 10, 13 ... Channel block, 11, 21, 31 ... Stage, 12 ... Connection pipe,
32...Water stop groove.

Claims (1)

【実用新案登録請求の範囲】 流入口1と送出口2及び取水口3を有しており
流入口から送出口に流入する水の一部を分岐させ
て取水口から流出させる形式であつて 前記流入口及び送出口から取水口に至る水路幅
を漸次広く、かつ流入口及び送出口から取水口に
至る水路の深さを流入口及び送出口の水路のより
深くした 事を特徴とする水路用ブロツク。
[Claims for Utility Model Registration] The system has an inlet 1, an outlet 2, and an intake 3, and part of the water flowing from the inlet to the outlet is branched and flows out from the intake. For waterways, the width of the waterway from the inlet and outlet to the water intake is gradually widened, and the depth of the waterway from the inlet and outlet to the water intake is deeper than that of the waterway at the inlet and outlet. Block.
JP1758981U 1981-02-09 1981-02-09 Expired JPS624573Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1758981U JPS624573Y2 (en) 1981-02-09 1981-02-09

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1758981U JPS624573Y2 (en) 1981-02-09 1981-02-09

Publications (2)

Publication Number Publication Date
JPS57133624U JPS57133624U (en) 1982-08-20
JPS624573Y2 true JPS624573Y2 (en) 1987-02-02

Family

ID=29815547

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1758981U Expired JPS624573Y2 (en) 1981-02-09 1981-02-09

Country Status (1)

Country Link
JP (1) JPS624573Y2 (en)

Also Published As

Publication number Publication date
JPS57133624U (en) 1982-08-20

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