JPS6037246B2 - Automatic water spray device - Google Patents
Automatic water spray deviceInfo
- Publication number
- JPS6037246B2 JPS6037246B2 JP15619282A JP15619282A JPS6037246B2 JP S6037246 B2 JPS6037246 B2 JP S6037246B2 JP 15619282 A JP15619282 A JP 15619282A JP 15619282 A JP15619282 A JP 15619282A JP S6037246 B2 JPS6037246 B2 JP S6037246B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- siphon
- gate
- water level
- opened
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/205—Barrages controlled by the variations of the water level; automatically functioning barrages
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Barrages (AREA)
Description
【発明の詳細な説明】
近年宅地開発の進行につれて、洪水量が増加し、また、
低湿地への宅地の進出により、用水路の溢水による被害
が増加して来ている。[Detailed Description of the Invention] In recent years, with the progress of housing development, the amount of flooding has increased, and
As residential areas move into low-lying wetlands, damage from overflowing irrigation canals is increasing.
このような災害を未然に防止するため用水路の要所には
放水工が設けられているが、用水使用時における放水路
への用水の流下を防止し、併せて洪水時には、放水路へ
放水するため、従来この放水工として角落しやスルース
ゲートが用いられて来た。In order to prevent such disasters from occurring, water canals are installed at important points along irrigation canals.They are used to prevent water from flowing into the canal when water is in use, and to prevent water from flowing into the canal in the event of a flood. For this reason, corner drops and sluice gates have traditionally been used as this drainage system.
これらの大半は手動であり、また電動化なされているも
のでも、操作は人手に頼るのが通例である。また、中に
は電気技術を応用して自動操作を行う試みもあるが、こ
れとても落雷や停電による事故を想定すれば万全とは云
い難い。したがって本発明は、一切の動力と操作も要せ
ずに、放水門扉として、社会的に要求される条件を充足
する放水装置を提供しようとするものである。Most of these are manual, and even if they are motorized, they usually rely on humans to operate them. Additionally, some attempts have been made to apply electrical technology to automatically operate the system, but this cannot be said to be completely foolproof considering accidents caused by lightning or power outages. Therefore, the present invention aims to provide a water discharge device that satisfies socially required conditions as a flood gate without requiring any power or operation.
先ず、その機構について説明する。First, the mechanism will be explained.
幹線水路1からの分岐点直下流の放水路2内に、扉体3
がアーム軸5を介して、2箇の軸受6によって回転自由
に支持され、アーム4の池端には、調節自在のカウンタ
ーウェイト7が取付けられている。その側方に排水口2
0をもって放水路に通ずる。フロート室8があり、その
中にフロート9が連結棒10およびフロートアーム11
を介して軸5に吊下げられている。一方幹線用水路1の
上流側にスクリーン12を介して、開□する静水池13
と、上記フロート室8にそれぞれ香□と吐出口も閉口す
るサィフオン14があり、その頂部下端は、幹線水路1
の計画水位に合致し、その轡曲した吐出口下端には小孔
14aを有する。一方、幹線水路1の下流側の側方に、
通水孔15をもって閉口する水位調節室16を設ける。A gate body 3 is installed in the spillway 2 immediately downstream of the branch point from the main waterway 1.
is rotatably supported by two bearings 6 via an arm shaft 5, and an adjustable counterweight 7 is attached to the end of the arm 4. Drain port 2 on the side
0 leads to the spillway. There is a float chamber 8 in which a float 9 is connected to a connecting rod 10 and a float arm 11.
It is suspended from the shaft 5 via. On the other hand, a still water pond 13 is opened on the upstream side of the main canal 1 through a screen 12.
In the float chamber 8, there is a siphon 14 which also closes the incense □ and the discharge port, and the lower end of the top is connected to the main waterway 1.
It matches the planned water level of , and has a small hole 14a at the lower end of the curved outlet. On the other hand, on the downstream side of the main waterway 1,
A water level adjustment chamber 16 that is closed with a water passage hole 15 is provided.
該水位調節室16内には水位調節管17が設置され「そ
の下端17aだけ開□している。水位調節管17の頂部
附近の計画水位aの高さにサィフオンブレーカ−18の
鋸状の開□部18aを内蔵して設けられた、該サィフオ
ンブレーカー18の他端はサイフオン14の頂部に通じ
ている。また、水位調節管17の頂部は」吸気管19が
分岐し、その他端は、所定の高さをもって、放水路2内
に閉口している。A water level control pipe 17 is installed in the water level control chamber 16, and only its lower end 17a is open. The other end of the siphon breaker 18, which is provided with a built-in opening 18a, communicates with the top of the siphon 14.The top of the water level adjustment pipe 17 branches into an intake pipe 19, and the other end , closes into the waterway 2 at a predetermined height.
次に、その機能について説明する。Next, its functions will be explained.
常時すなわち、幹線水路1内の水位が低い場合にはサィ
フオン14からの溢流がなく、フロート室8内に水が入
らないので扉体は全閉状態を保持している。ところが、
洪水によって水位が計画水位に達するとサィフオン14
から溢流が始まり、一方、鏡状の開□部18aが水没す
ると、サィフオン14に対する空気の供給が制限される
のでサィフオン作用によってフロート室8内への流入量
が増加し、排水口20の排水能力よりサィフオン14の
給水能力の方が大きいのでフロート室8内の水位は上昇
し、フロート9の浮力によって、僅かに扉体3が開く。
その結果幹線水路1の下流側の水位が所定の高さ‘こな
ると、空気供給制限力の増加はと)、まるので、その開
度のま)扉体は保持される。さらに流量が増加すると、
同様の原理をもって扉体が開き、放水量が増加して通水
孔15位置の水面aは、一定の水位に保たれ、所定の水
量は送水され、いわゆる余剰水だけが放水される。この
ように小雨のときは、送水を維持する必要があるが、さ
らに降水が続けば用水の必要はなくなり、逆に、用水路
は山麓をほゞ等高線沿いに走っているので、下流の山地
からの洪水の流入に備えて、全量を放水し、水路を空に
する事が望ましい。上記のとおり、下流水路の水位は一
定に保たれれているので、このような洪水量の増加は自
動的に放水量の増加をもたらすので、所定の放水量に応
じた放水流の水面bの高料こ吸気管19の閉口部19a
を設定しておけば、サィフオンへの空気供給は全面的に
遮断され、フロート室8への流入量の増加と、その水面
の上昇によって扉体3は全開し「全量を放水する事が出
来る。各図の2点鎖線は全量放水開始直前の水位調節状
態を示し、実線は全量放水開始直後の状態を示したもの
である。At all times, that is, when the water level in the main waterway 1 is low, there is no overflow from the siphon 14 and no water enters the float chamber 8, so the door body remains fully closed. However,
When the water level reaches the planned water level due to flooding, the siphon 14
On the other hand, when the mirror-shaped opening 18a is submerged, the supply of air to the siphon 14 is restricted, so the amount of air flowing into the float chamber 8 increases due to the siphon effect, and the water drains from the drain port 20. Since the water supply capacity of the siphon 14 is greater than the water supply capacity, the water level in the float chamber 8 rises, and the buoyancy of the float 9 causes the door body 3 to open slightly.
As a result, when the water level on the downstream side of the main waterway 1 reaches a predetermined height, the air supply limiting force stops increasing, and the door body is maintained at that opening degree. If the flow rate increases further,
The door body opens according to the same principle, the amount of water discharged increases, and the water surface a at the water passage hole 15 is maintained at a constant water level, a predetermined amount of water is delivered, and only so-called surplus water is discharged. In this way, when there is light rain, it is necessary to maintain water supply, but if it continues to rain, there is no need for water supply.On the other hand, since irrigation canals run almost along the contour lines at the foot of the mountains, it is necessary to maintain the water supply from the downstream mountains. In preparation for the influx of flood water, it is desirable to release all the water and empty the canals. As mentioned above, since the water level of the downstream waterway is kept constant, such an increase in flood volume automatically results in an increase in the amount of water released, so the water level b of the water discharge according to the predetermined amount of water released is Closed part 19a of high-quality intake pipe 19
If set, the air supply to the siphon will be completely cut off, and as the amount of water flowing into the float chamber 8 increases and the water level rises, the door body 3 will be fully opened and the entire amount of water can be discharged. The two-dot chain line in each figure shows the water level adjustment state immediately before the start of full water discharge, and the solid line shows the state immediately after the start of full water discharge.
このようにして、洪水の山を迎えて後、全閉しても安全
に流下せしめ得る洪水量に達した時の水位Cに水位調節
管17の下端17aを設定すれば、これからの吸気によ
ってサィフオン作用は解消され、扉体は自動的に全閉し
て送水が開始される。In this way, if the lower end 17a of the water level control pipe 17 is set to the water level C when the flood volume reaches a level that allows the flood to flow down safely even if it is fully closed after reaching the peak of the flood, the siphon The action is eliminated, the door body is automatically fully closed, and water supply begins.
このように本装置は機構面において簡単な構造でしかも
何等の動力も人為操作も必要がないばかりか、機能面に
おいても、小雨時における利水と災害防止のための水位
調節、豪雨時における下流水路保護のための全量放水お
よび洪水通過後における送水開始のための全閉動作等、
理想的な機能を有し、社会に益する処多大のものがある
。In this way, this device not only has a simple structure in terms of mechanism and does not require any power or human operation, but also has functions such as water utilization during light rain, water level adjustment for disaster prevention, and downstream waterway control during heavy rain. Full water discharge for protection and full closing operation to start water supply after the flood has passed, etc.
There are many things that have ideal functions and benefit society.
第1図は本発明実施例の平面図、第2図は、第1図のA
−A矢視図。
第3図は、第1図のB−B矢視図。第4図は、第1図の
C−C矢視図。第5図は、要部部分拡大図。第6図は、
第1図のD−D矢視図である。各図に示す番号は1は幹
線水路、2は放水路、3は扉体、4はアーム、5は軸、
6は軸受、7はカウンターウェイト、8はフロ−ト室、
9はフロート、1川ま連結棒、11はフロートアーム、
12はスクリーン、13は静水池、14はサイフオン、
15は通水孔、16は水位調節室、14は水位調節管、
18はサィフオンブレーカ−、19は吸気管、20さま
排水口である。
努S図
髪’図
髪2図
泰三図
努4図
髪6図Figure 1 is a plan view of an embodiment of the present invention, and Figure 2 is A of Figure 1.
-A arrow view. FIG. 3 is a view taken along the line B-B in FIG. 1. FIG. 4 is a view taken along the line C--C in FIG. 1. Figure 5 is an enlarged view of the main parts. Figure 6 shows
FIG. 2 is a view taken along the line DD in FIG. 1; The numbers shown in each figure are: 1 is the main waterway, 2 is the spillway, 3 is the door body, 4 is the arm, 5 is the shaft,
6 is a bearing, 7 is a counterweight, 8 is a float chamber,
9 is a float, 1 is a connecting rod, 11 is a float arm,
12 is a screen, 13 is a still water pond, 14 is a saifon,
15 is a water hole, 16 is a water level adjustment chamber, 14 is a water level adjustment pipe,
18 is a siphon breaker, 19 is an intake pipe, and 20 is a drain port. Tsutomu S figure hair' figure 2 figure Taizo Tsutomu 4 figure hair 6 figure
Claims (1)
さをもつて開口する吸気管19と、該吸気管19に接続
し幹線水路の流水あるいはこれと接続する水中に所定の
高さをもつて他端を開口する水位調節管17と、該水位
調節管17の中に所定の高さをもつて一端を開口するブ
レーカー18と、幹線水路の流水あるいはこれと接続す
る水中に一端を開口したサイフオン14よりなり、該サ
イフオン14頂部には前記サイフオンブレーカー18の
他端を開口せしめて水位検知機構を構成し、サイフオン
14の他端より放水路側へ流出する幹線水路の流水の一
部によつて水門扉を制御してなる自動放水装置。 2 水門扉を、カウンターウエイトを有するテンダーゲ
ートと該テンダーゲートを直接駆動させるフロートとに
よつて構成してなる特許請求の範囲第1項記載の自動放
水装置。[Scope of Claims] 1. An intake pipe 19 that opens at a predetermined height into the flowing water of the tailrace channel or into the water connected thereto, and an intake pipe 19 that opens at a predetermined height into the flowing water of the main waterway or into the water connected thereto. A water level adjustment pipe 17 whose other end is opened at a height of The siphon 14 is made up of a siphon 14 with one end opened at the top thereof, and the other end of the siphon breaker 18 is opened at the top of the siphon 14 to constitute a water level detection mechanism, and the flowing water of the main waterway flows out from the other end of the siphon 14 to the side of the discharge channel. An automatic water discharge device that controls the water gate by a part of the water gate. 2. The automatic water discharge device according to claim 1, wherein the water gate is constituted by a tender gate having a counterweight and a float that directly drives the tender gate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15619282A JPS6037246B2 (en) | 1982-09-08 | 1982-09-08 | Automatic water spray device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15619282A JPS6037246B2 (en) | 1982-09-08 | 1982-09-08 | Automatic water spray device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5944416A JPS5944416A (en) | 1984-03-12 |
JPS6037246B2 true JPS6037246B2 (en) | 1985-08-24 |
Family
ID=15622378
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15619282A Expired JPS6037246B2 (en) | 1982-09-08 | 1982-09-08 | Automatic water spray device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6037246B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU2002316634B2 (en) | 2001-07-09 | 2008-03-20 | Henry K. Obermeyer | Water control gate and actuator therefore |
-
1982
- 1982-09-08 JP JP15619282A patent/JPS6037246B2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5944416A (en) | 1984-03-12 |
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