JPH0685425U - Weir noise prevention device - Google Patents

Weir noise prevention device

Info

Publication number
JPH0685425U
JPH0685425U JP3258393U JP3258393U JPH0685425U JP H0685425 U JPH0685425 U JP H0685425U JP 3258393 U JP3258393 U JP 3258393U JP 3258393 U JP3258393 U JP 3258393U JP H0685425 U JPH0685425 U JP H0685425U
Authority
JP
Japan
Prior art keywords
water film
weir
water
overflow
gate
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.)
Withdrawn
Application number
JP3258393U
Other languages
Japanese (ja)
Inventor
清 大倉
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP3258393U priority Critical patent/JPH0685425U/en
Publication of JPH0685425U publication Critical patent/JPH0685425U/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Barrages (AREA)
  • Sanitary Device For Flush Toilet (AREA)

Abstract

(57)【要約】 【目的】 ゲート本来の構造,性能を大きく変えること
なく、低周波数の鳴音の発生を完全に防止する堰鳴音防
止装置を提供する。 【構成】 もぐり堰を有する越流型全幅ゲートにおい
て、もぐり堰の上端に付設され溢流水を上段水膜3と下
段水膜3aとに2分割し、上記各水膜3,3aを落下途
中で合流することなく、それぞれ下流水面上に落下させ
る2段水膜形成手段2,4,4a,7を具えたこと。
(57) [Abstract] [Purpose] To provide a weir noise prevention device that completely prevents generation of low frequency noise without significantly changing the original structure and performance of the gate. [Structure] In an overflow type full width gate having a moguri weir, the overflow water attached to the upper end of the moguri weir is divided into an upper water film 3 and a lower water film 3a, and each of the water films 3 and 3a is dropped. It was equipped with two-stage water film forming means 2, 4, 4a, 7 for dropping onto the downstream water surface without merging.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、一般河川,農業用水路等に設けられる越流型ゲートにおいて発生す る低周波音を防止する堰鳴音防止装置に関する。 The present invention relates to a weir noise prevention device that prevents low-frequency noise generated at an overflow gate provided in a general river, a waterway for agriculture, or the like.

【0002】[0002]

【従来の技術】[Prior art]

一般河川,農業用水路等に設けられている越流型ゲートにおいては、図3斜視 図に示すように、ゲート1,越流水膜を横方向に分断するためのスポイラー8を 有するものが知られている。このような越流型ゲートでは、ゲート1を越えた水 流はゲート流出端4から溢流して水膜3を形成し、その際、ゲートの幅(流れに 直角)方向に設けられた複数個のスポイラー8で水膜が分断されることにより低 周波数の鳴音が発生しにくくなる。 また、図4に示すように、ゲート1を越えた水流が形成する水膜が、スポイラ ー9により乱され、凸凹となることにより低周波数の鳴音が発生しにくくなるよ うにした越流堰も知られている。 この種の越流型ゲートにおける超低周波数の鳴音の発生要因は、図5に示すよ うに、ゲート1と水膜3で構成される密閉空洞6と水膜自身との相互作用と考え られている。 すなわち、空洞内の音響固有周波数で空洞内に圧力変動が生ずると、これによ って水膜は水膜面に直角方向に変動しながら下流水面5まで落下する。その際、 水膜の変動に伴って空洞の容積が変動し、この容積変動が空洞内に圧力変動を生 起する。 その際、図6に示すように、圧力が正のときは流出端の水膜は、実線矢印に示 すように、外向きの力が働き、逆に負のときは破線矢印に示すように、内向きの 力が働く。そのために、空洞内圧力の正負に応じて水膜の流出方向が変化し、こ れが水膜の変動、さらには鳴声発生の大きな要因となり、以上の現象がループを 描くことにより水膜面の振動が助長され鳴音が発生すると考えられる。 Overflow type gates installed in general rivers, waterways for agriculture, etc. are known to have a gate 1 and a spoiler 8 for laterally dividing the overflow water film, as shown in the perspective view of FIG. There is. In such an overflow gate, the water flow beyond the gate 1 overflows from the gate outflow end 4 to form a water film 3, and at this time, a plurality of water flows are provided in the gate width (perpendicular to the flow) direction. Since the water film is divided by the spoiler 8, the low-frequency sound is less likely to be generated. In addition, as shown in FIG. 4, the water film formed by the water flow beyond the gate 1 is disturbed by the spoiler 9 and becomes uneven, so that low-frequency noise is less likely to occur Is also known. As shown in Fig. 5, the cause of this low-frequency sounding in an overflow gate is considered to be the interaction between the closed cavity 6 composed of the gate 1 and the water film 3 and the water film itself. ing. That is, when a pressure fluctuation occurs in the cavity at the acoustic natural frequency in the cavity, the water film falls to the downstream water surface 5 while fluctuating in the direction perpendicular to the water film surface. At that time, the volume of the cavity fluctuates with the fluctuation of the water film, and this volume fluctuation causes pressure fluctuation in the cavity. At that time, as shown in FIG. 6, when the pressure is positive, the water film at the outflow end exerts an outward force as shown by the solid arrow, and when it is negative, as shown by the dashed arrow. , Inward force works. As a result, the outflow direction of the water film changes depending on whether the pressure inside the cavity is positive or negative, which is a major factor in fluctuations in the water film and the generation of crying. It is considered that the vibration of the is promoted and a sound is generated.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

ところで、従来の鳴音防止のためのスポイラーは上記発生要因に沿って考案さ れたものではなく、経験的に採用されているものであるため、各種ゲート,各種 越流条件など、すべての条件に対して有効なものとはなり得なかった。例えば、 図3〜図4に示した従来のスポイラーでは以下のような問題点がある。 (1)図3のものは、水膜を分断して空洞内の固有周波数を変えようとするも のであり、このためには分断幅を大きくする必要があるが、この場合、ゲートの 有効幅が減少しゲートの流量特性が劣化する。また、河川を流れるゴミが滞留す るなどの問題がある。 (2)図4のものは、水膜面を凸凹にすることにより、空洞内に周期的な容積 変動が生ずることを防ぐものであるが、この場合、すべての越流量に対して有効 とはならず、特定の流量では依然鳴音が発生する。 By the way, the conventional spoiler for preventing noise is not designed according to the above-mentioned factors, but is adopted empirically, so it is necessary to meet all conditions such as various gates and various overflow conditions. Could not be effective against. For example, the conventional spoiler shown in FIGS. 3 to 4 has the following problems. (1) The one in Fig. 3 tries to change the natural frequency in the cavity by dividing the water film. For this purpose, the division width needs to be increased. In this case, the effective width of the gate is And the flow characteristics of the gate deteriorate. There are also problems such as the accumulation of debris flowing in the river. (2) The one shown in Fig. 4 prevents uneven volumetric fluctuations in the cavity by making the water film surface uneven, but in this case, it is not effective for all overflows. However, a sound is still generated at a specific flow rate.

【0004】 本考案はこのような事情に鑑みて提案されたもので、ゲート本来の構造,性能 を大きく変えることなく、低周波数の鳴音の発生を完全に防止する堰鳴音防止装 置を提供することを目的とする。The present invention has been proposed in view of such circumstances, and a weir noise prevention device that completely prevents generation of low-frequency noise without significantly changing the original structure and performance of the gate is provided. The purpose is to provide.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

そのために本考案は、もぐり堰を有する越流型全幅ゲートにおいて、もぐり堰 の上端に付設され、溢流水を上段水膜と下段水膜とに2分割し、上記各水膜を途 中で合流することなく、それぞれ下流水面上に落下する2段水膜形成手段を具え たことを特徴とする。 Therefore, in the present invention, in an overflow type full width gate having a moguri weir, it is attached to the upper end of the moguri weir, and the overflow water is divided into an upper water film and a lower water film. It is characterized by comprising a two-stage water film forming means that drops on the downstream water surface without doing so.

【0006】[0006]

【作用】[Action]

このような構成によれば、図1に示すように、空洞内圧力の変動に応じて下段 の水膜は流出方向が変化するが、上段水膜と下段水膜との間には空気層が介在し 、この空気層の緩衝作用により空洞内の圧力変動は上段の水膜には影響しないか 、あるいは影響が少なくなる。このため鳴音発生の主要因がなくなり、鳴音の防 止が可能となる。 With such a configuration, as shown in FIG. 1, the outflow direction of the lower water film changes according to the fluctuation of the pressure in the cavity, but an air layer is formed between the upper water film and the lower water film. Due to the buffering effect of the air layer, the pressure fluctuation in the cavity does not affect or reduces the influence on the upper water film. For this reason, the main cause of ringing is eliminated, and ringing can be prevented.

【0007】[0007]

【実施例】【Example】

本考案の一実施例を図面について説明すると、図1は本考案の一実施例を備え た越流堰を示す縦断面図、図2は図1のII部を示す斜視図である。 An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a vertical sectional view showing an overflow weir having the embodiment of the present invention, and FIG. 2 is a perspective view showing a II portion of FIG.

【0008】 上図において、図3〜図6と同一の符号はそれぞれ同図と同一の部材を示し、 図1〜図2において、1は鉄材などで構成されるゲート、2は越流面である。越 流端4の上流側の越流面に適宜間隔で複数のスリット7を設け、このスリット7 を落下した越流水の一部は下段越流面2aを流れ、下段流出端4aより流出する 。In the above drawings, the same reference numerals as those in FIGS. 3 to 6 respectively indicate the same members, and in FIGS. 1 and 2, 1 is a gate made of iron or the like, and 2 is an overflow surface. is there. A plurality of slits 7 are provided at appropriate intervals on the upstream overflow surface of the overflow end 4, and part of the overflow water that has dropped through the slits 7 flows on the lower overflow surface 2a and flows out from the lower outflow end 4a.

【0009】 このような構造によれば、越流水は上段流出端4及び下段流出端4aの2ヶ所 から流出し、図1〜図2に示すように、上段水膜3及び下段水膜3aの上下2段 の水膜と空気層6aを形成する。なお、スリット7の形状,寸法は下記の点を考 慮して決定される。 (1)ゴミなどの流出物が滞留しないこと。 (2)上段水膜3,下段水膜3aの厚さがほぼ等しくなること。According to such a structure, the overflow water flows out from two places of the upper outflow end 4 and the lower outflow end 4a, and as shown in FIGS. 1 and 2, the upper water film 3 and the lower water film 3a. The two upper and lower water films and the air layer 6a are formed. The shape and size of the slit 7 are determined in consideration of the following points. (1) No spills such as dust should be retained. (2) The upper water film 3 and the lower water film 3a have almost the same thickness.

【0010】[0010]

【考案の効果】[Effect of device]

このような堰鳴音防止装置によれば、上下2段の水膜を作ることと、下段の水 膜は空洞内圧力変動の影響を直接的に受けるため流出方向の変化、ひいては空洞 内の容積変化を引き起こすが、上段水膜と下段水膜との間に存在する空気層の緩 衝作用により空洞内の圧力変動は上段の水膜には影響しない。あるいは影響が少 なくなる。このため鳴音発生の主要因が無くなり、鳴音の防止が可能となる。 According to such a whirling noise prevention device, the upper and lower water films are formed, and the lower water film is directly affected by the pressure fluctuation in the cavity, so that the change in the outflow direction and the volume in the cavity. Although it causes a change, the pressure fluctuation in the cavity does not affect the upper water film due to the buffering action of the air layer existing between the upper water film and the lower water film. Or the impact will be less. For this reason, the main cause of the sound generation is eliminated, and the sound generation can be prevented.

【0011】 要するに本考案によれば、もぐり堰を有する越流型全幅ゲートにおいて、もぐ り堰の上端に付設され、溢流水を上段水膜と下段水膜とに2分割し、上記各水膜 を途中で合流することなく、それぞれ下流水面上に落下する2段水膜形成手段を 具えたことにより、ゲート本来の構造,性能を大きく変えることなく、低周波数 の鳴音の発生を完全に防止する堰鳴音防止装置を得るから、本考案は産業上極め て有益なものである。In short, according to the present invention, in an overflow type full width gate having a moor weir, the overflow water is attached to the upper end of the moor weir, and the overflow water is divided into an upper water film and a lower water film. By including the two-stage water film forming means that drop onto the downstream water surface without merging in the middle, the generation of low-frequency noise is completely prevented without significantly changing the original structure and performance of the gate. The present invention is extremely useful in industry because it provides a damming noise prevention device.

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

【図1】本考案の一実施例の堰鳴音防止装置を有する越
流ゲートを示す縦断面図である。
FIG. 1 is a vertical cross-sectional view showing an overflow gate having a damming noise prevention device according to an embodiment of the present invention.

【図2】図1のII部つまり堰鳴音防止装置を示す斜視図
である。
FIG. 2 is a perspective view showing a portion II of FIG. 1, that is, a damming noise prevention device.

【図3】従来の越流堰の堰鳴音防止装置を示す斜視図で
ある。
FIG. 3 is a perspective view showing a conventional weir noise prevention device for an overflow weir.

【図4】図3とは異なる従来の越流堰の堰鳴音防止装置
を示す斜視図である。
FIG. 4 is a perspective view showing a conventional weir noise prevention device for an overflow weir different from that shown in FIG. 3;

【図5】越流堰の鳴音発生のメカニズムを示す説明図で
ある。
FIG. 5 is an explanatory diagram showing a mechanism of sound generation of an overflow weir.

【図6】図5における水膜の内外の圧力の正負と水膜の
流出方向との関係を示す図である。
6 is a diagram showing the relationship between the positive and negative pressures inside and outside the water film in FIG. 5 and the outflow direction of the water film.

【符号の説明】[Explanation of symbols]

1 ゲート 2 越流面 2a 下段越流面 3 水膜 3a 下段水膜 4 上段流出端 4a 下段流出端 5 下流水面 6 空洞 6a 空気層 7 スリット 1 Gate 2 Overflow Surface 2a Lower Overflow Surface 3 Water Film 3a Lower Water Film 4 Upper Outflow End 4a Lower Outflow End 5 Downstream Water Surface 6 Cavity 6a Air Layer 7 Slit

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 もぐり堰を有する越流型全幅ゲートにお
いて、もぐり堰の上端に付設され、溢流水を上段水膜と
下段水膜とに2分割し、上記各水膜を途中で合流するこ
となく、それぞれ下流水面上に落下する2段水膜形成手
段を具えたことを特徴とする堰鳴音防止装置。
1. An overflow type full-width gate having a moguri weir, which is attached to the upper end of the moguri weir and divides overflow water into an upper water film and a lower water film, and joins the water films on the way. A damming noise prevention device characterized by including two-stage water film forming means that respectively drop on the downstream water surface.
JP3258393U 1993-05-25 1993-05-25 Weir noise prevention device Withdrawn JPH0685425U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3258393U JPH0685425U (en) 1993-05-25 1993-05-25 Weir noise prevention device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3258393U JPH0685425U (en) 1993-05-25 1993-05-25 Weir noise prevention device

Publications (1)

Publication Number Publication Date
JPH0685425U true JPH0685425U (en) 1994-12-06

Family

ID=12362895

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3258393U Withdrawn JPH0685425U (en) 1993-05-25 1993-05-25 Weir noise prevention device

Country Status (1)

Country Link
JP (1) JPH0685425U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011202467A (en) * 2010-03-26 2011-10-13 National Agriculture & Food Research Organization Structure and device for low-frequency noise prevention of weir

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011202467A (en) * 2010-03-26 2011-10-13 National Agriculture & Food Research Organization Structure and device for low-frequency noise prevention of weir

Similar Documents

Publication Publication Date Title
Padulano et al. Vertical drain and overflow pipes: literature review and new experimental data
JPH0685425U (en) Weir noise prevention device
US3937594A (en) Object disposed in a fluid flow and having a selected configuration to minimize generation of karman's vortex street
CN205041237U (en) Steam port sealing washer and mounting structure thereof
JP2505539B2 (en) Weir noise prevention device
JP3629452B2 (en) Water intake equipment
JP3086793B2 (en) Butterfly valve
JP3454416B2 (en) Supply / exhaust device for overflow structure
JP3045689B2 (en) Butterfly valve
JPS6062535U (en) Blockage prevention device for drain holes for control of sediment flow from sabo dams
JP4663481B2 (en) Grating lid and drainage structure of road
JPH09209342A (en) View inverting weir
JP3361199B2 (en) Small flow water governor
JP7304326B2 (en) water intake device
Ettema Management of confluences
JP3356920B2 (en) Bubble removal device for pump suction tank
JPS6013106A (en) Structure of waterfall
JP2002195421A (en) Low-noise butterfly valve
JP3193952B2 (en) Intake equipment for river purification equipment
JPS59150813A (en) Resing and falling dam made of flexible film
JPS6138010A (en) Floating screen
JPS624573Y2 (en)
JPH08302653A (en) Weir for timber sent afloat down river
JPH08177024A (en) Groyne work
JP2001064949A (en) Flow slowing gate

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 19971106