JPS58195617A - Gate with siphon - Google Patents

Gate with siphon

Info

Publication number
JPS58195617A
JPS58195617A JP7864382A JP7864382A JPS58195617A JP S58195617 A JPS58195617 A JP S58195617A JP 7864382 A JP7864382 A JP 7864382A JP 7864382 A JP7864382 A JP 7864382A JP S58195617 A JPS58195617 A JP S58195617A
Authority
JP
Japan
Prior art keywords
water
gate
siphon
upstream side
water level
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.)
Granted
Application number
JP7864382A
Other languages
Japanese (ja)
Other versions
JPS6125858B2 (en
Inventor
Satoshi Nozaki
野崎 智
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kurimoto Ltd
Kurimoto Iron Works Ltd
Original Assignee
Kurimoto Ltd
Kurimoto Iron Works Ltd
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 by Kurimoto Ltd, Kurimoto Iron Works Ltd filed Critical Kurimoto Ltd
Priority to JP7864382A priority Critical patent/JPS58195617A/en
Publication of JPS58195617A publication Critical patent/JPS58195617A/en
Publication of JPS6125858B2 publication Critical patent/JPS6125858B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/16Fixed weirs; Superstructures or flash-boards therefor
    • E02B7/18Siphon weirs

Abstract

PURPOSE:To prevent the occurrence of noise as well as secure the sufficient effluence capacity of a gate by a method in which a siphon-type water channel is provided from the middle of the upstream side of the gate door to the downstream side through the upper end and water sucked up from the middle of the upstream side is discharged to the downstream side. CONSTITUTION:The door 1 of a falling gate is supported in a freely rising and manner on a bearing (not illustrated) provided to the river bed 2 by using a shaft 4, and a siphon-type water channel 5 of an angular cross section is provided bendwise from the middle of the upstream side of the door 1 to the downstream side through the upper end. When the water level on the upstream side rises under the condition that the door 1 is in maximumly risen state, water flows into the water channel 5 from an inlet 8, and the water level in the water channel 5 rises as the water level on the upstream side rises. When the water level exceeds the horizontal line L, overflow starts inside the water channel 5 and water coming from the inlet 8 is discharged from an outlet 6. When the water level is further raised, the water channel 5 also becomes filled with water from the lower side, a siphonic action starts, and effluent amount is abruptly increased. However, noise caused by falling of water does not occur because of small head.

Description

【発明の詳細な説明】 河川に設置される堰として設けたてん倒ゲートでは」上
流側の水位が扉体頂部の標高より一定値(一般に0.3
〜0.5m)高い規定水位まではゲートを起立させたま
まで越流させ、洪水のため上流側の水位が前記の規定水
位以上となった場合にゲートを倒伏させて放流状態とし
ている。
[Detailed description of the invention] In a tipped gate installed as a weir on a river, the water level on the upstream side is a constant value (generally 0.3
~0.5 m) The gate remains upright until the water reaches a high specified water level to allow water to overflow, and when the water level on the upstream side rises above the specified water level due to flooding, the gate is lowered to allow water to flow out.

従って、平常時は起立状態の扉体の−Lから長時間にわ
たり、越流させているため、落差が大きく、そのため水
の落下音による騒音公害を発生している例が多い。
Therefore, in normal times, water is allowed to overflow from -L of the door body in the upright state for a long time, resulting in a large head, which often causes noise pollution due to the sound of falling water.

この発明は]−記のようなてん倒ゲートの欠点を解決す
るため、サイフオンを利用して低い位置から下流側へ放
流させるようにして騒音を防市するとともに十分な放流
能力を確保できるサイフオン付ゲートを提供することを
1]的とするものであるが、てん倒ゲートだけでなく垂
直昇降式のローラゲートにも利用できるものである。
In order to solve the drawbacks of the tilting gate as described above, this invention uses a siphon to discharge water from a low position to the downstream side, thereby preventing noise and ensuring sufficient discharge capacity. The purpose of this invention is to provide a gate, but it can be used not only for a tilting gate but also for a vertically lifting type roller gate.

以下にこの発明の詳aIを添付図面に示す一実施例に基
づいて説明する。
The details of this invention will be explained below based on an embodiment shown in the accompanying drawings.

第1図、第2図において、1はてん倒ゲートの扉体であ
って、その下端は河床2に設けた軸受に輔4によって起
伏自在に支承させ、パツキン3によりこの部分の水密を
保っている。
In Figs. 1 and 2, 1 is the gate body of the tipping gate, the lower end of which is supported in a bearing provided in the river bed 2 by means of a support 4, and this part is kept watertight by a seal 3. There is.

5はサイフオン式流路で、図示例では第2140こ示す
ように角形の横断面である。この流路5は第1図のよう
に扉体1の」上流側の中部から始まり、扉体1の上端を
経て下流側に沿って設け、扉体1の下流側の下端近くで
下流側へ屈曲して開放され吐出口6となっている。
Reference numeral 5 denotes a siphon-type flow path, and in the illustrated example, the cross section 2140 is rectangular as shown. As shown in Fig. 1, this flow path 5 starts from the middle part of the upstream side of the door body 1, passes through the upper end of the door body 1, is provided along the downstream side, and flows toward the downstream side near the lower end of the downstream side of the door body 1. It is bent and opened to form a discharge port 6.

また、流路5の上流側の部分の下端′は端板7で1力鎖
され、この下端より若干1−った部分9こ在[18を設
け、さらに、扉体1が最大に起立した状態で、扉体1の
頂端を通る水平線りに近い部分にサイフオンブレーカ孔
9を設ける。
In addition, the lower end of the upstream portion of the flow path 5 is tied by the end plate 7, and a portion 9 [18] slightly beyond this lower end is provided, and furthermore, the door body 1 is erected to the maximum. In this state, a wallet-on breaker hole 9 is provided in a portion close to a horizontal line passing through the top end of the door body 1.

サイフオン式流路5は図示の場合、第2図のように一定
の間隔で多数設け、かつ扉体1 (7) 11端の各流
路5間に遮水板10を固定して流路5のない部分からの
越流を防止する。
In the illustrated case, a large number of siphon-type channels 5 are provided at regular intervals as shown in FIG. Prevent overflow from areas without water.

なお、前記サイフオン式流路5は扉体1の全長にrり設
けることもできる。また、前記の第1図の実施例の場合
は流路5の上流側の部分の下端に端板7を設けて扉体1
の全倒伏時に塵芥が水流により押し込まれないようにし
たがこの端板7を省略し、呑口8を後述の第3図及び第
4図に示したもののようにすることもできる。
Note that the siphon type flow path 5 may be provided along the entire length of the door body 1. In addition, in the case of the embodiment shown in FIG.
The end plate 7 can be omitted and the spout 8 can be made as shown in FIGS. 3 and 4, which will be described later.

この発明のサイフオン付ゲートは上記の構成であり、扉
体1の起伏は下流側の河床に設けた油圧シリンダによっ
て昇降するう云′□1:により行なうものである。
The gate with a siphon of the present invention has the above-mentioned construction, and the raising and lowering of the gate body 1 is carried out by raising and lowering it by means of a hydraulic cylinder provided on the river bed on the downstream side.

いま、第1図のように扉体1が最大に起立した状態にお
いて、上流側の水位が上昇するに伴い、呑口8から流路
5内に水が流入し、」−流側の水位の上昇とともに流路
5内の水位も」1昇し、水面が第1図に示す水平線りを
越えると流路5内で越流が始まり、呑[18から入った
水は流路5内を通り吐出口6より下流側へ吐出される。
Now, when the door body 1 is in its maximum upright position as shown in Fig. 1, as the water level on the upstream side rises, water flows into the channel 5 from the spout 8, and the water level on the upstream side rises. At the same time, the water level in the channel 5 also rises by 1, and when the water surface exceeds the horizontal line shown in Figure 1, overflow begins in the channel 5, and the water entering from the channel 5 passes through the channel 5 and is discharged. It is discharged downstream from the outlet 6.

さらに、水面が」−昇して流路5内を流れる水が増加す
ると、流路5の下流側の下部より満水状態となり始め、
ついには流路5の全体が満水状態となってサイフオン作
用による放流が始まる。
Furthermore, when the water surface rises and the amount of water flowing through the channel 5 increases, the flow channel 5 starts to become full from the lower part on the downstream side.
Eventually, the entire channel 5 becomes full of water, and discharge by the siphon action begins.

この場合、サイフオン作用により、単なる越流に比較し
て放流量が飛躍的に増大する。従って図示例のように多
数の流路5を一定の間隔で設けた場合、流路5の合計l
」を扉体1の全長の5〜るとすれば従来の扉体の全長か
ら越流させる場合の越流量に匹敵する放流量が流路5の
みからの放流で行なえる。
In this case, due to the siphon action, the amount of discharge increases dramatically compared to simple overflow. Therefore, when a large number of channels 5 are provided at regular intervals as in the illustrated example, the total number of channels 5 is l
'' is 5 to 5 of the total length of the door body 1, the discharge amount comparable to the overflow amount when overflowing from the entire length of the conventional door body can be achieved by discharging water only from the flow path 5.

::1 。::1.

つぎに上流水位が低下し、その水位がサイフ第1 ンブレーカ孔9より下ったときはここから流路5内に空
気が吸い込まれ流路5内の満水状態が保持できなくなり
、サイフオン作用が失われて放流が停止される。
Next, when the upstream water level decreases and the water level falls below the first siphon breaker hole 9, air is sucked into the channel 5 from here, making it impossible to maintain the full water state in the channel 5, and the siphon action is lost. The discharge will be stopped.

第3図及び第4図は垂直昇降式のローラゲートにこの発
明を利用した例であって、11は扉体でその下端には下
降時に河床12に密着する)(ツキン13を有している
Figures 3 and 4 show an example in which the present invention is applied to a vertically lifting type roller gate, in which 11 is a door body, and the lower end thereof has a hinge 13 that comes into close contact with the riverbed 12 when descending. .

15はサイフオン式流路で、第3図の場合そQ〕横断面
は図示省略したが第2図の例とほぼ同じ角形でその複数
が一定の間隔で配置されている。この流路15は第1図
の例と同じに扉体11σ〕−に流側の中部の呑口17か
ら始まり、扉体1 (7−)上端を経て下端側に沿って
設け、扉体1の下流側の下端近くで開放されて吐出口1
6となっている。
Reference numeral 15 denotes a siphon type flow path, and although the cross section is not shown in the case of FIG. 3, it has a rectangular shape almost the same as the example of FIG. 2, and a plurality of them are arranged at regular intervals. This flow path 15 starts from the spout 17 in the middle of the door body 11σ]- on the flow side, passes through the upper end of the door body 1 (7-), and is provided along the lower end side of the door body 1, as in the example shown in FIG. Discharge port 1 is opened near the lower end on the downstream side.
It is 6.

第4図の場合のサイフオン式放流路15の横断面は、図
示省略したが扉体11の全長に亘り設けられている。こ
の流路15は、第3図の例と同様に扉体の上流側の中部
の呑口17から始まり扉体11の上流側上面よりスキン
プレート11′の上流側前面を経て、扉体11の下部よ
り下流側に開放されて吐出口16となっている。
Although not shown, the cross section of the siphon-type discharge channel 15 in the case of FIG. 4 is provided over the entire length of the door body 11. Similar to the example shown in FIG. A discharge port 16 is opened further downstream.

18は扉体11の頂部より若干下の部分に設けたサイフ
オンブレーカ孔である。
Reference numeral 18 denotes a siphon-on breaker hole provided at a portion slightly below the top of the door body 11.

第3図における19は各流路15間に同定した遮水板で
流路15のない部分からの越流を防止するものであるが
前記サイフオン式流路15は扉体11の全長に亘り設け
ることもでさる。なお、前記呑口8.17には万全を期
すためスクリーンバーを設けて塵芥の流入を防止するこ
とは勿論である。
Reference numeral 19 in FIG. 3 denotes a water shielding plate identified between each flow path 15 to prevent overflow from a portion where there is no flow path 15, but the siphon type flow path 15 is provided over the entire length of the door body 11. It's also possible. It goes without saying that the spout 8.17 is provided with a screen bar to prevent dust from entering.

この実施例の場合も、第3図および第4図のように扉体
11の下端のパツキン13が河床12に密着している状
態において、」1流側の水位が−1−昇するに伴い、呑
口17から流路15内に水が流入し1水而が扉体11の
1一端を越えると流路内の越流が始まり、呑口17から
流路15内に入った水は吐出口16より下流側へ排出さ
れる。
In the case of this embodiment as well, when the gasket 13 at the lower end of the door body 11 is in close contact with the riverbed 12 as shown in FIGS. 3 and 4, as the water level on the first stream side rises by -1-, When water flows into the flow path 15 from the spout 17 and exceeds one end of the door body 11, overflow in the flow path begins, and the water that entered the flow path 15 from the spout 17 flows into the flow path 16. It is discharged further downstream.

さらに、水位が上昇して流路15内を流れる水が増加す
ると、流路15の下部より満水状態となり始め、ついに
は、流路15の全体が満水状態となってサイフオン作用
による放流が始まり、放流量が飛躍的に増大する。
Furthermore, as the water level rises and the amount of water flowing through the flow path 15 increases, the flow path 15 begins to become full from the lower part, and finally the entire flow path 15 becomes full of water and discharge by the siphon action begins. The amount of discharge increases dramatically.

つぎに、上流水位が下ってサイフォンブレーカ孔18以
下になるとこの孔18から流路15内に空気が吸い込ま
れ、サイフオン作用が失われて放流が停止される。
Next, when the upstream water level drops to below the siphon breaker hole 18, air is sucked into the channel 15 from the hole 18, the siphon action is lost, and the discharge is stopped.

この発明のサイフオン付ゲートは」1記のように越流水
がサイフオン式流路を通ってその下端の吐出口から下流
側へ排出されるので、扉体の上端から放、流させる場合
に比較して落差が著しく小さくなり、長時間にわたり越
流させても水の落下音による騒音公害は発生しない。ま
た、サイフオン作用を利用することにより、騒音が少な
いにかかわらず十分な放流能力が得られるなどの効果が
ある。
In the gate with a siphon of this invention, the overflow water passes through the siphon type flow path and is discharged downstream from the discharge port at the lower end, as described in 1. Compared to the case where the overflow water is discharged from the upper end of the gate body. The head difference is significantly smaller, and no noise pollution is caused by the sound of falling water even if the water is allowed to overflow for a long time. Furthermore, by utilizing the siphon effect, sufficient discharge capacity can be obtained even though there is little noise.

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

第1図はこの発明を実施したてん倒ゲートの縦断側面図
、第2図は第1図A−A線の横断平面図、第3図および
第4図はローラゲートに実施した例を示す縦断側面図で
ある。 α 1.11・・・扉体、5.15・・・+1.イフオン式
流路、6.16・・・吐出口、8.17・・・呑口。 特許出願人 株式会社栗本鉄工所 同代理人 鎌 1) 文 二 第2Eン 十 93− へ>10 1′
Fig. 1 is a vertical cross-sectional side view of a tilting gate in which the present invention is implemented, Fig. 2 is a cross-sectional plan view taken along the line A-A in Fig. 1, and Figs. 3 and 4 are longitudinal cross-sectional views showing an example of implementation in a roller gate. FIG. α 1.11...door body, 5.15...+1. IFON type flow path, 6.16...discharge port, 8.17... spout. Patent Applicant: Kurimoto Iron Works Co., Ltd. Same Agent: Kama 1) Text 2nd 2nd En 193- Go > 10 1'

Claims (1)

【特許請求の範囲】[Claims] 扉体の−に流側中部より扉体の−L端を経て下流側に沿
って設けられ、」−流側中部から吸い込んだ水を下流側
へ放流するサイフオン式流路を設けたサイフオン付ゲー
ト。
A gate with a siphon installed along the downstream side from the middle part of the gate body through the -L end of the gate body, and equipped with a siphon-type flow path that discharges water sucked in from the middle part of the stream side to the downstream side. .
JP7864382A 1982-05-10 1982-05-10 Gate with siphon Granted JPS58195617A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7864382A JPS58195617A (en) 1982-05-10 1982-05-10 Gate with siphon

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7864382A JPS58195617A (en) 1982-05-10 1982-05-10 Gate with siphon

Publications (2)

Publication Number Publication Date
JPS58195617A true JPS58195617A (en) 1983-11-14
JPS6125858B2 JPS6125858B2 (en) 1986-06-18

Family

ID=13667541

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7864382A Granted JPS58195617A (en) 1982-05-10 1982-05-10 Gate with siphon

Country Status (1)

Country Link
JP (1) JPS58195617A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100803745B1 (en) 2006-11-17 2008-02-15 한상관 Method to purify polluted river water
KR100812595B1 (en) * 2007-12-28 2008-03-13 한상관 Method to purify polluted river water
KR100812569B1 (en) * 2007-12-28 2008-03-13 한상관 Method to purify polluted river water
KR100821690B1 (en) 2007-05-09 2008-04-14 한상관 Method to purify polluted water naturally
KR100852014B1 (en) * 2007-12-28 2008-08-12 한상관 Method to purify polluted river water
KR101028991B1 (en) 2007-10-30 2011-04-15 한상관 Method to purify water quality using water gate having siphon passage
KR101042852B1 (en) 2007-11-13 2011-06-24 한상관 Method to purify water quality using falling down type water gate
CN102561278A (en) * 2012-01-18 2012-07-11 江苏扬州合力橡胶制品有限公司 Steel gate and operating method thereof

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100803745B1 (en) 2006-11-17 2008-02-15 한상관 Method to purify polluted river water
KR100821690B1 (en) 2007-05-09 2008-04-14 한상관 Method to purify polluted water naturally
KR101028991B1 (en) 2007-10-30 2011-04-15 한상관 Method to purify water quality using water gate having siphon passage
KR101042852B1 (en) 2007-11-13 2011-06-24 한상관 Method to purify water quality using falling down type water gate
KR100812595B1 (en) * 2007-12-28 2008-03-13 한상관 Method to purify polluted river water
KR100812569B1 (en) * 2007-12-28 2008-03-13 한상관 Method to purify polluted river water
KR100852014B1 (en) * 2007-12-28 2008-08-12 한상관 Method to purify polluted river water
CN102561278A (en) * 2012-01-18 2012-07-11 江苏扬州合力橡胶制品有限公司 Steel gate and operating method thereof
CN102561278B (en) * 2012-01-18 2014-03-26 江苏扬州合力橡胶制品有限公司 Steel gate and operating method thereof

Also Published As

Publication number Publication date
JPS6125858B2 (en) 1986-06-18

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