JPS6211123B2 - - Google Patents
Info
- Publication number
- JPS6211123B2 JPS6211123B2 JP5568082A JP5568082A JPS6211123B2 JP S6211123 B2 JPS6211123 B2 JP S6211123B2 JP 5568082 A JP5568082 A JP 5568082A JP 5568082 A JP5568082 A JP 5568082A JP S6211123 B2 JPS6211123 B2 JP S6211123B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- water intake
- waterway
- dust removal
- subchannel
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 39
- 238000001363 water suppression through gradient tailored excitation Methods 0.000 claims description 7
- 238000011144 upstream manufacturing Methods 0.000 claims description 5
- 239000000428 dust Substances 0.000 description 15
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B13/00—Irrigation ditches, i.e. gravity flow, open channel water distribution systems
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
Description
【発明の詳細な説明】
この発明は、農業用水をはじめ各種の水路に装
備する取水装置に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a water intake device installed in various waterways including agricultural water.
一般に此の種の取水装置としては、水門を設置
した水路の上流側の堤防又は護岸に取水口を設
け、この取水口の前面に塵除け格子等のスクリー
ン除塵装置を附設したものが多く使用されている
が、スクリーンの前面に溜まつた塵芥の量が増加
すると、その取水能力が著しく低下し、水位の低
い農業用水等の水路では取水不能になる恐れがあ
るので、水門の管理者が頻繁に水路を見回わつ
て、その都度、塵芥を網等で掬い上げて除去する
必要がある。前記のような不便を解消するため
に、規模の大きな取水装置には掻揚げレーキ等の
機械的な除塵装置を装着したものもあるが、小規
模な低水位の水路では、このような動力除塵装置
を装備することが構造的にも経済的にも難かし
く、水路の取水管理には関係者が等しく頭を悩ま
せていたものである。 Generally speaking, this type of water intake device is often used by installing an intake port on an embankment or revetment on the upstream side of a waterway where a water gate is installed, and attaching a screen dust removal device such as a dust grid in front of this intake port. However, if the amount of dust that accumulates in front of the screen increases, the water intake capacity will decrease significantly, and there is a risk that water canals with low water levels, such as agricultural waterways, will not be able to take in water. It is necessary to look around the waterway every day and scoop up and remove debris with a net or the like each time. In order to eliminate the above-mentioned inconvenience, some large-scale intake systems are equipped with mechanical dust removal devices such as scraping rakes, but in small-scale waterways with low water levels, such mechanical dust removal devices are installed. It was structurally and economically difficult to equip the system, and everyone involved was equally troubled by the management of water intake from canals.
本発明者は、この問題について多年にわたり鋭
意研究を続けた結果、副水路の中間部に特異な取
水室を設置する独自の構想によつて、水位の高低
に関係なく常に取水が可能であることは勿論、取
水口に溜まつた塵芥等の障害物を副水路の流速を
巧みに利用して自動的に排除し得る機能を備えた
全く新規な取水装置を開発することに成功したも
のである。 As a result of intensive research into this problem over many years, the inventor of the present invention has discovered that, through a unique concept of installing a unique water intake chamber in the middle of the sub-channel, water can always be taken regardless of the water level. Of course, we have succeeded in developing a completely new water intake device that has the ability to automatically remove obstacles such as debris that have accumulated at the water intake by skillfully utilizing the flow velocity of the subchannel. .
以下、この発明を実施例の図面について具体的
に説明すると、図面中符号1は主水路W1の要所
に設置した鋼製のスルースゲートより成る水門、
2は水門1に隣接して架設した管理橋であつて、
本発明の場合、水門1の上流側の水路wと下流側
の水路w′は所定の河床勾配を持つ副水路W2で
連結されており、水門1のゲート1aを降下して
主水路W1を閉鎖したとき、主水路W1の水は上
流側の水路wから副水路W2を迂回して下流側の
水路w′に流れるようになつている。つぎに図面
中3は前記副水路W2の中間部に河床面Pを堀り
下げて設けた取水室で、取水室3はコンクリート
で箱形に形成され、その上部には鋼製の除塵網4
が蓋体として第2図図示の如く河床面Pと面一に
なるように被着してあり、また取水室3の一側に
はこれと連通するポンプ室5が隣接して設けら
れ、ポンプ室5の内部には水中ポンプ6が上方か
ら挿入して設置されている。 Hereinafter, this invention will be specifically explained with reference to drawings of embodiments. In the drawings, reference numeral 1 denotes a water gate consisting of a steel sluice gate installed at a key point of the main waterway W1;
2 is a managed bridge built adjacent to water gate 1,
In the case of the present invention, the waterway w on the upstream side of the water gate 1 and the waterway w' on the downstream side are connected by a subwaterway W2 having a predetermined riverbed gradient, and the gate 1a of the watergate 1 is lowered to close the main waterway W1. At this time, water in the main waterway W1 flows from the upstream waterway w to the downstream waterway w', bypassing the auxiliary waterway W2. Next, 3 in the drawing is a water intake chamber provided by digging down the river bed P in the middle part of the sub-channel W2.
is attached as a lid so as to be flush with the river bed surface P as shown in FIG. A submersible pump 6 is inserted into the chamber 5 from above.
本発明の取水装置は上記構造なので、水門1の
閉鎖によつて主水路W1から副水路W2に流れる
水は、河床面Pと面一に被着してある除塵網4を
通つて取水室3に流れ込み、ポンプ室5内の水中
ポンプ6で揚水した後、所定の管路を経て使用場
所に給送される。そのため、副水路W2の水中に
混在もしくは浮遊する塵芥等の障害物は主として
取水室3上部の除塵網4表面に溜まることになる
が、本発明の場合、副水路W2の河床勾配は主水
路W1の河床勾配よりも遥かに大きくし、その流
勢を高めるように形成してあるので、除塵網4上
面に溜まつた塵芥が副水路W2を流れる水の流勢
によつて自動的に下流へ押し流され、然かも除塵
網4上面の塵芥は、その堆積量が多くなるほど流
水に対する受圧面積が増加し、簡単に下流へ押し
流されるため、非常に好都合である。尚、前記副
水路W2の河床勾配は、副水路の通水断面積や取
水口の大きさ、主水路の河床勾配、平均流水量、
塵芥類の混在率等の諸条件を勘案の上、堆積障害
物の自動流下に最も適当な勾配に設定することが
望ましい。 Since the water intake device of the present invention has the above-described structure, water flowing from the main waterway W1 to the secondary waterway W2 when the water gate 1 is closed passes through the dust removal net 4 that is flush with the riverbed surface P and passes through the water intake chamber 3. After being pumped up by the submersible pump 6 in the pump room 5, the water is sent to the place of use via a predetermined pipe line. Therefore, obstacles such as dust mixed or floating in the water of the secondary waterway W2 will mainly accumulate on the surface of the dust removal net 4 above the water intake chamber 3, but in the case of the present invention, the riverbed slope of the secondary waterway W2 is the same as that of the main waterway W1. Since the slope of the river bed is much larger than that of the river bed, and the flow force is increased, the dust accumulated on the upper surface of the dust removal net 4 is automatically moved downstream by the flow force of the water flowing through the sub-channel W2. This is very advantageous because the more the accumulated amount of dust on the upper surface of the dust removal net 4, the more the area under pressure against the flowing water increases and the dust is easily washed away downstream. The river bed slope of the secondary waterway W2 is determined by the cross-sectional area of the secondary waterway, the size of the water intake, the riverbed slope of the main waterway, the average flow rate,
It is desirable to set the slope to be the most suitable for automatic flow down of accumulated obstacles, taking into consideration various conditions such as the mixing rate of garbage.
以上のように、本発明の取水装置は、副水路中
間部の河床面と面一に設置した除塵網付きの取水
口から主に底流層の水を取り入れる構造になつて
いるため、水位の高低に関係なく常に取水が可能
であることは勿論、取水口に溜まつた塵芥等の障
害物を副水路の流速を巧みに利用して自動的に排
除し得るので、これを農業用水をはじめ各種水路
の取水設備に使用すれば、その構造が簡単で装置
の施工及び保守費用が安価な事とも相俟つて、正
に最適の実用効果を発揮するものである。 As described above, the water intake device of the present invention has a structure that mainly takes in water from the bottom flow layer from the water intake with a dust removal screen installed flush with the riverbed surface in the middle of the subchannel, so that water level Of course, water can always be taken regardless of the water intake, and obstacles such as debris accumulated at the water intake can be automatically removed by skillfully utilizing the flow velocity of the secondary waterway, so it can be used for various purposes including agricultural water. When used in water intake equipment for waterways, the structure is simple and the equipment construction and maintenance costs are low, and together with this, it will exhibit optimal practical effects.
第1図は本発明による取水装置の具体的な実施
構造の一例を示す平面図、第2図は同じく第1図
A―A線矢視の縦断面図である。
W1…主水路、W2…副水路、w…上流側の水
路、w′…下流側の水路、1…水門、1a…ゲー
ト、2…管理橋、3…取水室、4…除塵網、P…
河床面、5…ポンプ室、6…水中ポンプ。
FIG. 1 is a plan view showing an example of a specific implementation structure of a water intake device according to the present invention, and FIG. 2 is a longitudinal sectional view taken along the line AA in FIG. 1. W1...Main waterway, W2...Sub-channel, w...Upstream waterway, w'...Downstream waterway, 1...Sluice gate, 1a...Gate, 2...Management bridge, 3...Water intake room, 4...Dust removal net, P...
River bed surface, 5...pump room, 6...submersible pump.
Claims (1)
水門の上流側と下流側の水路を所定の河床勾配を
持つ副水路で連結し、副水路の中間部に河床面を
堀り下げて箱形の取水室を設け、この取水室の上
部に河床面と面一に除塵網を蓋体として被着し、
取水室の一側にポンプ室を隣接して設けたことを
特徴とする取水装置。1.Sluice gates are installed at important points in the main waterway, and the waterways on the upstream and downstream sides of the watergates are connected by a subchannel with a predetermined river bed slope, and the riverbed surface is dug down in the middle of the subchannel to create a box. A water intake chamber with a shape of
A water intake device characterized by having a pump room adjacent to one side of the water intake room.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5568082A JPS58173211A (en) | 1982-04-02 | 1982-04-02 | Water-intake device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5568082A JPS58173211A (en) | 1982-04-02 | 1982-04-02 | Water-intake device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58173211A JPS58173211A (en) | 1983-10-12 |
JPS6211123B2 true JPS6211123B2 (en) | 1987-03-11 |
Family
ID=13005605
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5568082A Granted JPS58173211A (en) | 1982-04-02 | 1982-04-02 | Water-intake device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58173211A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008248570A (en) * | 2007-03-30 | 2008-10-16 | Nishimatsu Constr Co Ltd | Coastal structure |
-
1982
- 1982-04-02 JP JP5568082A patent/JPS58173211A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008248570A (en) * | 2007-03-30 | 2008-10-16 | Nishimatsu Constr Co Ltd | Coastal structure |
Also Published As
Publication number | Publication date |
---|---|
JPS58173211A (en) | 1983-10-12 |
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