JPS5949964B2 - Method for preventing water noise, bubbles, air entrainment, etc. at drop sections - Google Patents
Method for preventing water noise, bubbles, air entrainment, etc. at drop sectionsInfo
- Publication number
- JPS5949964B2 JPS5949964B2 JP13093781A JP13093781A JPS5949964B2 JP S5949964 B2 JPS5949964 B2 JP S5949964B2 JP 13093781 A JP13093781 A JP 13093781A JP 13093781 A JP13093781 A JP 13093781A JP S5949964 B2 JPS5949964 B2 JP S5949964B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- shield
- bubbles
- air entrainment
- falling
- 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 title claims description 52
- 238000000034 method Methods 0.000 title description 4
- -1 bubbles Substances 0.000 claims 1
- 238000011144 upstream manufacturing Methods 0.000 description 8
- 239000000271 synthetic detergent Substances 0.000 description 2
- 230000007423 decrease Effects 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Sewage (AREA)
Description
【発明の詳細な説明】
本発明は河川や水路等の落差部における水音、泡、空気
混入等の発生防止方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for preventing the occurrence of water noise, bubbles, air entrainment, etc. in a drop section of a river or waterway.
河川や水路等における水流のエネルギーを減殺する方法
として一般に上流と下流とに段差を設ける落差部が採用
されている。As a method of reducing the energy of water flow in rivers, waterways, etc., a drop section is generally adopted in which a step is provided between the upstream and downstream sides.
しかし落差部では上流から下流に落下する際に音が発生
し、しかもこの落下音は水量が多い程、又、上流と下流
との高低差が大きい程太き(なり、住宅地の近(や都市
部ではかなりの騒音となる。However, a sound is generated when the head falls from upstream to downstream, and this falling sound is louder the larger the amount of water and the larger the difference in height between the upstream and downstream (and the louder it is near residential areas). It can be quite noisy in urban areas.
又落差部があると河川の水に含まれている合成洗剤が発
泡して川面に拡がり、美感上好ましくないばかりでなく
強風が吹くとそれ九より飛ばされて四周に飛散するとい
った問題もある。Furthermore, if there is a drop, the synthetic detergent contained in the river water will foam and spread on the river surface, which is not only aesthetically undesirable, but also has the problem of being blown away and scattered all around when strong winds blow.
現在これらの問題を解消すべく種々研究が行なわれてい
るが未だこれといった解決法は開発されていない。Various studies are currently being carried out to solve these problems, but no solution has yet been developed.
本発明はこのような現況の下に前記問題点を解決すべく
開発したものであり、以下これを図示の実施例に基づき
詳記する。The present invention was developed to solve the above-mentioned problems under these current circumstances, and will be described in detail below based on illustrated embodiments.
第1図において1は河川、水路等に形成した落差部で、
2は上流、3は下流、4は上流から一段1低位の下流に
落下する尊下水である。In Figure 1, 1 is a drop formed in a river, waterway, etc.
2 is upstream, 3 is downstream, and 4 is sewage that falls one step lower downstream from upstream.
本発明ではこの落下水4の水面に遮蔽体を接触させて落
下水4を遮蔽するようにしたものである。In the present invention, the falling water 4 is shielded by bringing a shielding body into contact with the water surface of the falling water 4.
第1図、第2図に示すものは落下水4の上方水面5に上
方遮蔽体6を接触させて同水面5を遮蔽するようにした
ものである。In the case shown in FIGS. 1 and 2, an upper shielding body 6 is brought into contact with an upper water surface 5 of falling water 4 to shield the water surface 5.
第3図に示すものは上流の川幅が下流の川幅より狭い場
合で、この場合は落下水4の1方水面5に上方遮蔽体6
を接触させるだけでなく、上流の河川の両側壁7.8前
方に側方遮蔽体9.10を突設し、落下水4の両側方水
面11.12に接触させて同水面11.12をも遮蔽す
るようしたものである。What is shown in FIG. 3 is a case where the upstream river width is narrower than the downstream river width, and in this case, an upper shield 6 is placed on one side of the water surface 5 of the falling water 4.
In addition to contacting the water surfaces 11.12 on both sides of the falling water 4, side shields 9.10 are protruded in front of both walls 7.8 of the upstream river, and are brought into contact with the water surfaces 11.12 on both sides of the falling water 4. It is also designed to shield the area.
第4図に示すものは上流2と下流3との段差が垂直にな
っているため落下水4が放物線状に落下する場合で、こ
の場合は上方遮蔽体6、側方遮蔽体9.10の外に落下
水4の背水面13に背面遮蔽体14を接触させて同水面
13をも遮蔽するようにしたものである。What is shown in FIG. 4 is a case where the falling water 4 falls in a parabolic manner because the level difference between the upstream 2 and downstream 3 is vertical. In this case, the upper shield 6 and the side shields 9 and 10 are A back surface shielding body 14 is brought into contact with a back surface 13 of falling water 4 to shield the water surface 13 as well.
第1図〜第4図のいずれの場合も上方遮蔽体6は紐、ス
プリング、ヒンジ等15により河川、水路等の側壁とか
、それに立設した支持具等に取付けて第1図の矢印a−
b方向に回動自在なる。In any of the cases shown in FIGS. 1 to 4, the upper shield 6 is attached to the side wall of a river, waterway, etc., or to a support erected thereon by strings, springs, hinges, etc. 15.
It can be freely rotated in the b direction.
ようにし、これにより落下水4の流量が変動すると上方
遮蔽体6が流量変動に応じて水面に接触したまま矢印a
−b方向に回動(昇降動)するようにしておく。As a result, when the flow rate of the falling water 4 fluctuates, the upper shield 6 remains in contact with the water surface according to the flow rate fluctuation, and moves as shown by the arrow a.
It is made to rotate (elevate and lower) in the -b direction.
上方遮蔽体6の取付は方法の一例として第5図に示すも
のは、上方遮蔽体6の上部を弧状に成形した支持具16
に取付けて落下水4の流量が増減するとそれに応じて上
方遮蔽体5が平行移動するようにしたものである。As an example of a method for attaching the upper shield 6, the one shown in FIG.
When the flow rate of falling water 4 increases or decreases, the upper shield 5 moves in parallel.
上方遮蔽体6、側方遮蔽体9、・10、背面遮蔽体14
は第1図〜第5図のいずれの場合もそれらの下端部17
を下流3の水位18より低くして下流の水中に侵入する
ようにする。Upper shield 6, side shields 9, 10, rear shield 14
is the lower end 17 of each of FIGS. 1 to 5.
is lower than the water level 18 downstream 3 so that it penetrates into the water downstream.
第3図、第4図に示す側方遮蔽体9.10、背面遮蔽体
14は固定してもよい。The side shields 9, 10 and rear shield 14 shown in FIGS. 3 and 4 may be fixed.
各種遮蔽体6.9.10.14は多少変形するものがよ
く、従って例えばゴム、プラスチック等により板状、シ
ート状に成形するなどし、その厚さ、軟らかさ、形状、
構造等は使用する河川の川幅、水量、落差等々に基づい
て選定すればよい。The various shielding bodies 6.9.10.14 should be somewhat deformable, so they may be made of rubber, plastic, etc. into a plate or sheet shape, and their thickness, softness, shape,
The structure etc. may be selected based on the width, water volume, head, etc. of the river to be used.
本発明は叙上のように、落下水4の水面に上方遮蔽体6
、側方遮蔽体9・10、背面遮蔽体の全部又は一部を接
触させて落下水4の4(面を遮蔽するようにしてなるた
め構成が極めて簡潔であり、従ってどのような河川や水
路にも手軽に実用化することができる。As described above, the present invention provides an upper shield 6 on the water surface of the falling water 4.
, the side shields 9 and 10, and the back shield are all or partially in contact to shield the falling water 4 (4), so the configuration is extremely simple, so it can be used in any river or waterway. It can also be easily put into practical use.
しかも各遮蔽体6.9.10.14の下端部17を下流
3の水位18より低くして下流の水中に侵入するように
しであるため落下水4の落下により生ずる騒音を確実に
防止することができる。Moreover, since the lower end 17 of each shield 6.9.10.14 is lower than the water level 18 of the downstream 3 so that it penetrates into the downstream water, the noise caused by the falling water 4 can be reliably prevented. Can be done.
そして特に上方遮蔽体6を落下水4の流量変化に応じて
水面に接触したま〜昇降動するようにしであるため流量
変化に拘らず上方遮蔽体5により水面を確実に遮蔽する
ことができる。In particular, since the upper shielding body 6 is moved up and down while remaining in contact with the water surface according to the change in the flow rate of the falling water 4, the water surface can be reliably shielded by the upper shielding body 5 regardless of the change in the flow rate.
また、本発明によれば落下水4の落下部に空気が入らな
いため水中に溶けている合成洗剤の発泡を防止すること
もできる。Further, according to the present invention, since air does not enter the part where the falling water 4 falls, it is also possible to prevent the synthetic detergent dissolved in the water from foaming.
第1図は本発明の一例を示す側面説明図、第2図は第1
図の平面説明図、第3図は本発明の他側を示すモ面説明
図、第4図、第5図は本発明の異種例を示す側面説明図
である。
1・・・・・・落差部、4・・・・・・落下水、5・・
・・・・上方水面、6・・・・・・上方遮蔽体、9.1
0・・・・・・側力遮蔽体、11.12・・・・・・側
方水面、13・・・・・・背水面、14・・・・・・背
面遮蔽体、17・・・・・・各遮蔽体の下端部、18・
・・・・・下流の水位。FIG. 1 is a side explanatory view showing an example of the present invention, and FIG. 2 is a side view showing an example of the present invention.
FIG. 3 is an explanatory plan view showing the other side of the present invention, and FIGS. 4 and 5 are side explanatory views showing different examples of the present invention. 1... Head part, 4... Falling water, 5...
...Upper water surface, 6...Upper shield, 9.1
0... Side force shield, 11.12... Side water surface, 13... Back water surface, 14... Back shield, 17... ...lower end of each shield, 18.
...downstream water level.
Claims (1)
面水面の全部又は一部の水面に遮蔽体を接触させると共
に遮蔽体の下端が下流の水中より低(なるよ°うにして
落下水の水面を遮蔽体により遮蔽し、旦夕(とも上方水
面の遮蔽体が水面の変化に追随して変動するようにして
落下水の音、泡、空気混入等の発生を防止するようにし
た落差部における水音、泡、空気混入等の発生防止方法
。1. Place the shield in contact with all or part of the upper water surface, both side water surfaces, and back water surface of the falling water at the drop part, and make sure that the lower end of the shield is lower than the water downstream. The water surface is shielded by a shield, and the shield on the upper water surface moves with changes in the water surface to prevent the sound of falling water, bubbles, air entrainment, etc. How to prevent water noise, bubbles, air entrainment, etc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13093781A JPS5949964B2 (en) | 1981-08-21 | 1981-08-21 | Method for preventing water noise, bubbles, air entrainment, etc. at drop sections |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13093781A JPS5949964B2 (en) | 1981-08-21 | 1981-08-21 | Method for preventing water noise, bubbles, air entrainment, etc. at drop sections |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5833625A JPS5833625A (en) | 1983-02-26 |
| JPS5949964B2 true JPS5949964B2 (en) | 1984-12-05 |
Family
ID=15046174
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13093781A Expired JPS5949964B2 (en) | 1981-08-21 | 1981-08-21 | Method for preventing water noise, bubbles, air entrainment, etc. at drop sections |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5949964B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4826404B2 (en) * | 2006-09-19 | 2011-11-30 | 国立大学法人山口大学 | Rectifier |
-
1981
- 1981-08-21 JP JP13093781A patent/JPS5949964B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5833625A (en) | 1983-02-26 |
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