JP2011053063A - Measuring implement of flow rate of wave overtopping - Google Patents

Measuring implement of flow rate of wave overtopping Download PDF

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JP2011053063A
JP2011053063A JP2009201748A JP2009201748A JP2011053063A JP 2011053063 A JP2011053063 A JP 2011053063A JP 2009201748 A JP2009201748 A JP 2009201748A JP 2009201748 A JP2009201748 A JP 2009201748A JP 2011053063 A JP2011053063 A JP 2011053063A
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flow rate
wave
overtopping
lid body
revetment
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Tsuneto Yasuoka
恒人 安岡
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Kansai Electric Power Co Inc
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Kansai Electric Power Co Inc
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a measuring implement of a flow rate of a wave overtopping which enables to more accurately measure a flow rate of one wave, which is a measurement target flowing into a water collecting measure, among waves generated by a hydraulic model. <P>SOLUTION: Since the measuring implement of a flow rate in a wave overtopping includes curtain members 13, 14, 15 around the periphery of a lid body 12, even if a gap is generated between an opening of the water collecting measure and the lid body 12, the gap is sealed by the curtain members 13, 14, 15 and a wave overtopping 22 from waves which are not under measurement is prevented from entering the water collecting measure 4. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は越波流量計測用器具に関し、特に、水理模型を用いた実験で使用される越波流量計測用器具に関するものである。   The present invention relates to an overtopping flow rate measuring instrument, and more particularly to an overtopping flow rate measuring instrument used in an experiment using a hydraulic model.

外洋に面した臨海部においては、たとえば台風等の接近に伴い高波が来襲してきたような場合には、護岸を超えて波が飛散してくることがある。臨海部の護岸に沿って道路を建設する場合、あるいは、発電所等の大規模な施設を建設する場合、護岸には、道路や施設の敷地内に波が飛散しなような構造が求められる。護岸を設計する際には、護岸の形状を縮尺した水理模型による実験があらかじめ行なわれる。   In the coastal area facing the open ocean, for example, when a high wave comes in with the approach of a typhoon or the like, the wave may scatter over the revetment. When constructing roads along the coastal revetment, or when constructing large-scale facilities such as a power plant, the revetment is required to have a structure that does not cause waves to scatter on the site of the road or facility. . When designing a revetment, experiments using a hydraulic model with a reduced revetment shape are conducted in advance.

そのような水理模型の一例として、下記特許文献1に開示される水理模型が挙げられる。この水理模型では、護岸の模型の背後に、護岸を超えた波の量を計測する越波流量計測用の集水升が配設されている。護岸を超えた波は集水升に流れ込んで、その流量が計測されることになる。   An example of such a hydraulic model is the hydraulic model disclosed in Patent Document 1 below. In this hydraulic model, a catchment basin for overtopping flow rate measurement that measures the amount of waves beyond the revetment is arranged behind the revetment model. The waves beyond the revetment flow into the catchment and the flow rate is measured.

また、集水升に流れ込む1回の波の流量を正確に計測するために、集水升の上部開口を塞ぐ蓋としての越波流量計測用器具が用いられる。計測者によりタイミングを見計らって越波流量計測用器具を上下させることで、集水升に1回の波が適切に流れ込むようにしている。   Moreover, in order to accurately measure the flow rate of one wave flowing into the catchment basin, an overtopping flow rate measuring instrument is used as a lid that closes the upper opening of the catchment basin. By measuring the timing by the measurer and moving the overtopping flow rate measuring device up and down, a single wave flows properly into the catchment.

特開2009−53024号公報JP 2009-53024 A

しかしながら、水理模型により造られる波の周期は約2秒程度であるため、計測者による越波流量計測用器具(蓋)の開閉作業も2秒以内に行なう必要がある。しかし、越波流量計測用器具の開閉作業(上下作業)のための2秒は計測者にとっては短い時間であり、計測者の焦りを誘発し、集水升開口に隙間を生じさせた状態で越波流量計測用器具(蓋)を閉じてしまう。その結果、次の波によって生じた護岸を超えた波が、計測対象外の波として隙間から集水升の中に浸入し、計測精度の低下を招くおそれがある。   However, since the period of the wave produced by the hydraulic model is about 2 seconds, the operator needs to open and close the overtopping flow measuring instrument (lid) within 2 seconds. However, 2 seconds for the opening / closing operation (up / down operation) of the instrument for measuring the overtopping flow rate is a short time for the measurer. Close the flow rate measuring instrument (lid). As a result, the wave beyond the revetment generated by the next wave may enter the catchment basin from the gap as a wave that is not subject to measurement, leading to a reduction in measurement accuracy.

したがって、この発明は上記課題を解決するためになされたものであり、本発明の目的は、水理模型により造られる波において、集水升に流れ込む計測対象である1回の波の流量をより正確に計測することを可能とする越波流量計測用器具を提供することにある。   Accordingly, the present invention has been made to solve the above-described problems, and an object of the present invention is to increase the flow rate of a single wave that is a measurement target flowing into a catchment in a wave created by a hydraulic model. An object of the present invention is to provide an overtopping flow rate measuring instrument that enables accurate measurement.

この発明に基づいた、越波流量計測用器具においては、護岸を越えて飛散する波の流量を計測するための水理模型に用いられ、当該水理模型に設けられる集水升の上に載置され、集水升開口を塞ぐための越波流量計測用器具であって、上記集水升開口の上に載置される平板状の蓋本体と、上記蓋本体に立設するように取り付けられた取っ手と、上記蓋本体の周縁部に設けられた幕部材とを備える。   In the overtopping flow rate measuring instrument based on the present invention, it is used in a hydraulic model for measuring the flow rate of waves scattered over the revetment, and is placed on a water collecting basin provided in the hydraulic model. An apparatus for measuring the overtopping flow rate for closing the drainage basin opening, the flat lid body placed on the drainage basin opening, and attached to stand on the lid body A handle and a curtain member provided at the peripheral edge of the lid body are provided.

上記発明の他の形態においては、上記蓋本体は平面視において矩形形状であり、上記蓋本体の4辺のうち少なくとも3辺のそれぞれに上記幕部材が設けられ、それぞれの上記幕部材は、前記蓋本体の角部において分離している。   In another aspect of the invention, the lid body has a rectangular shape in plan view, and the curtain member is provided on each of at least three sides of the four sides of the lid body. They are separated at the corners of the lid body.

この発明に基づいた越波流量計測用器具によれば、水理模型における集水升に流れ込む計測対象である1回の波の流量をより正確に計測することを可能とする越波流量計測用器具を提供することが可能となる。   According to the overtopping flow rate measuring instrument based on the present invention, there is provided an overtopping flow rate measuring instrument that can more accurately measure the flow rate of a single wave that is a measurement target flowing into a catchment in a hydraulic model. It becomes possible to provide.

本実施の形態における越波流量計測用器具の全体構造を示す第1斜視図である。It is a 1st perspective view which shows the whole structure of the instrument for overtopping flow rate measurement in this Embodiment. 本実施の形態における越波流量計測用器具の全体構造を示す第2斜視図である。It is a 2nd perspective view which shows the whole structure of the instrument for overtopping flow rate measurement in this Embodiment. 本実施の形態において、越波流量計測用器具を用いた越波流量の計測方法を説明するための一工程を示す斜視図である。In this Embodiment, it is a perspective view which shows 1 process for demonstrating the measuring method of the overtopping flow rate using the instrument for overtopping flow measurement. 本実施の形態において、図3に示す工程の次に行なわれる工程を示す斜視図である。FIG. 4 is a perspective view showing a step performed after the step shown in FIG. 3 in the present embodiment. 本実施の形態において、図4に示す工程の次に行なわれる工程を示す斜視図である。FIG. 5 is a perspective view showing a step performed after the step shown in FIG. 4 in the present embodiment. 本実施の形態において、図5に示す工程の次に行なわれる工程を示す斜視図である。FIG. 6 is a perspective view showing a step performed after the step shown in FIG. 5 in the present embodiment.

以下、本発明の実施の形態について、図を参照して詳細に説明する。なお、以下に示す実施の形態においては、同一または対応する部分について図中同一の符号を付し、その説明は繰り返さないことにする。また、以下に説明する実施の形態において、個数、量などに言及する場合、特に記載がある場合を除き、本発明の範囲は必ずしもその個数、量などに限定されない。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. In the following embodiments, the same or corresponding parts are denoted by the same reference numerals in the drawings, and description thereof will not be repeated. In the embodiments described below, when referring to the number, amount, and the like, the scope of the present invention is not necessarily limited to the number, amount, and the like unless otherwise specified.

本発明に基づいた実施の形態における越波流量計測用器具は、護岸を越えて飛散する波の流量を計測するための水理模型としての二次元の造波水路に設けられる集水升の上に載置され、集水升開口を塞ぐためのものである。   The instrument for measuring the overtopping flow rate in the embodiment based on the present invention is on a water collecting basin provided in a two-dimensional wave-making channel as a hydraulic model for measuring the flow rate of waves scattered over the revetment. It is placed to close the catchment opening.

(越波流量計測用器具10)
まず、図1および図2を参照して、実施の形態における越波流量計測用器具10の構成について説明する。この越波流量計測用器具10は、集水升開口の上に載置される平板状の蓋本体12と、この蓋本体12の略中央部に立設するように取り付けられた取っ手11とを備えている。
(Equipment for overtopping flow measurement 10)
First, with reference to FIG. 1 and FIG. 2, the structure of the overtopping flow measuring instrument 10 in the embodiment will be described. The overtopping flow rate measuring instrument 10 includes a flat lid body 12 placed on the drainage basin opening, and a handle 11 attached so as to stand substantially at the center of the lid body 12. ing.

本実施の形態においては、集水升開口の形状にあわせて、蓋本体12は矩形形状(長方形形状)を有している。取っ手11は、把持部11aと、支柱部11bとを有し、把持部11aは支柱部11bに対して上下方向(図中矢印Fで示す方向)にスライド可能に設けられ、図示しない固定手段により、把持部11aを支柱部11bの所定位置に固定可能に設けられている。   In the present embodiment, the lid main body 12 has a rectangular shape (rectangular shape) in accordance with the shape of the catchment opening. The handle 11 includes a grip 11a and a support 11b. The grip 11a is provided to be slidable in the vertical direction (direction indicated by arrow F in the figure) with respect to the support 11b, and is fixed by a fixing means (not shown). The grip portion 11a is provided so as to be fixed at a predetermined position of the support column portion 11b.

蓋本体12の周縁部の4辺のうち3辺には、それぞれ幕部材13、14、15が取り付けられている。幕部材13、14、15の垂下する方向での長さは、約15cm〜約20cm程度あり材質としては、ビニール製のシートが用いられている。   Curtain members 13, 14, and 15 are attached to three sides of the four sides of the periphery of the lid body 12, respectively. The curtain member 13, 14, 15 has a length in the hanging direction of about 15 cm to about 20 cm, and a vinyl sheet is used as the material.

図中の矢印Aで示す方向が、二次元の造波水路が設けられる方向であり、本実施の形態では、二次元の造波水路が設けられる側とは反対側の縁部には幕部材を設けていない。これは、二次元の造波水路が設けられる側とは反対側の縁部からは、集水升への水の侵入の可能性が低いからである。なお、万全を期して、二次元の造波水路が設けられる側とは反対側の縁部にも、幕部材を設けることは可能である。   A direction indicated by an arrow A in the figure is a direction in which a two-dimensional wave making water channel is provided. In the present embodiment, a curtain member is provided on an edge on the opposite side to the side on which the two-dimensional wave making water channel is provided. Is not provided. This is because the possibility of water intrusion into the catchment basin is low from the edge on the side opposite to the side where the two-dimensional wave-making channel is provided. In addition, for the sake of completeness, it is possible to provide a curtain member at the edge on the side opposite to the side where the two-dimensional wave-making water channel is provided.

それぞれの幕部材13、14、15は、蓋本体12の角部において分離している。これは、集水升の上面に越波流量計測用器具10を載置した場合、角部において幕部材が連結している場合には、各幕部材13、14、15の拡がりが制限される可能性があるからである。なお、蓋本体12の角部においてそれぞれの幕部材13、14、15が連結している場合には、角部において十分な余裕を持たせることで、各幕部材13、14、15の拡がりが制限されないような構成を採用することも可能である。   Each curtain member 13, 14, 15 is separated at the corner of the lid body 12. This is because, when the overtopping flow rate measuring instrument 10 is placed on the upper surface of the water collecting trough, when the curtain members are connected at the corners, the expansion of the curtain members 13, 14, 15 can be limited. Because there is sex. When the curtain members 13, 14, 15 are connected at the corners of the lid main body 12, the curtain members 13, 14, 15 are spread by providing sufficient margins at the corners. It is also possible to adopt a configuration that is not limited.

(越波流量の計測方法)
次に、図3から図6を参照して、本実施の形態における越波流量計測用器具10を用いた越波流量の計測方法について説明する。越波流量の計測に用いられる二次元の造波水路1には、所定の量の水20が貯留され、造波水路1の一端側(図面手前側)には、他端側(図面奥側)に向けて波を送り込む造波板2が設けられている。造波水路1の他端側には、縮尺された護岸(模型)15が配設されている。
(Measurement method of overtopping flow rate)
Next, a method for measuring the overtopping flow rate using the overtopping flow rate measuring instrument 10 in the present embodiment will be described with reference to FIGS. A predetermined amount of water 20 is stored in the two-dimensional wave making channel 1 used for measuring the overtopping flow rate, and the other end side (the back side of the drawing) is located at one end side (the front side of the drawing) of the wave making channel 1. A wave-making plate 2 for sending waves toward is provided. On the other end side of the wave-making waterway 1, a scaled revetment (model) 15 is disposed.

護岸15の背後には、護岸15を超えた波の量を計測するための集水升4(図5参照)が設けられている。この集水升4は、越波排水路内集水升5と敷地側集水升6とを備えている。越波排水路内集水升5では、護岸15に沿って設けられる越波排水路あるいは道路に対応する領域に飛散する波の量が計測され、敷地側集水升6では、施設の敷地に対応する領域に飛散する波の量が計測される。護岸15を超えた波は、集水升4に流れ込んで、その流量が計測される。なお、この二次元の造波水路1の全長は、たとえば30数mとされ、奥行きは約1mとされる。   Behind the revetment 15 is provided a water collecting basin 4 (see FIG. 5) for measuring the amount of waves exceeding the revetment 15. This catchment 4 includes a catchment 5 in the overtopping drainage channel and a site-side catchment 6. In the catchment basin 5 in the overtopping drainage channel, the amount of waves scattered on the area corresponding to the overtopping drainage channel or road provided along the revetment 15 is measured, and in the groundside drainage basin 6, it corresponds to the site of the facility. The amount of waves scattered in the area is measured. The wave exceeding the revetment 15 flows into the catchment 4 and the flow rate is measured. The total length of the two-dimensional wave-making water channel 1 is, for example, 30 m, and the depth is about 1 m.

図3に示すように、造波水路1の護岸15側の側方に適当な高さの台32を設置する。その台32に計測者31が上って越波流量計測用器具10の取っ手11を手で掴み、その台32の適当な高さから集水升4の開口を塞ぐように越波流量計測用器具10を集水升4上に載置する。   As shown in FIG. 3, a platform 32 having an appropriate height is installed on the side of the wave making channel 1 on the side of the revetment 15. A measurer 31 goes up on the table 32 and grasps the handle 11 of the overtopping flow rate measuring instrument 10 by hand, and the overtopping flow rate measuring instrument 10 so as to close the opening of the catchment 4 from an appropriate height of the table 32. Is placed on the water collecting basin 4.

次に、図4に示すように、造波板2を造波水路1の長手方向に動かすことによって波21を発生させる。発生した波21は、造波水路1を護岸15に向って進む。護岸に向って進む波21のうち、流量を計測しようとする所定の波21が護岸15に到達するまで集水升4の開口を越波流量計測用器具10で塞いでおく。   Next, as shown in FIG. 4, the wave 21 is generated by moving the wave making plate 2 in the longitudinal direction of the wave making water channel 1. The generated wave 21 travels along the wave-making waterway 1 toward the revetment 15. Of the waves 21 traveling toward the revetment, the opening of the water collecting basin 4 is closed with the overtopping flow rate measuring instrument 10 until a predetermined wave 21 to be measured for the flow rate reaches the revetment 15.

このとき、護岸15を越えて波が集水升4にまで到達する場合があるが、集水升4は越波流量計測用器具10により塞がれているとともに、集水升4の開口と蓋本体12との間に隙間が生じている場合であっても、幕部材13、14、15により隙間は塞がれていることから、計測対象外の波が集水升4に浸入することはない。   At this time, the wave may reach the catchment basin 4 beyond the revetment 15, but the catchment basin 4 is blocked by the overtopping flow rate measuring instrument 10, and the opening and lid of the catchment basin 4 are covered. Even when there is a gap between the main body 12 and the curtain members 13, 14, 15, the gap is blocked, so that waves that are not subject to measurement cannot enter the catchment 4. Absent.

次に、図5に示すように、所定高さの波21が護岸15に接近するタイミングに合わせて越波流量計測用器具10を所定高さまで持ち上げ、集水升4の開口を露出させる。所定の波21が護岸15に衝突して護岸15を越えて飛散する越波22が開口から集水升4に取り込まれるのを確認し、図6に示すように、再び、集水升4の開口を越波流量計測用器具10で塞ぐ。   Next, as shown in FIG. 5, the overtopping flow rate measuring instrument 10 is lifted to a predetermined height in accordance with the timing when the wave 21 having a predetermined height approaches the revetment 15, and the opening of the water collecting basin 4 is exposed. It is confirmed that a predetermined wave 21 collides with the revetment 15 and scatters over the revetment 15 and the overtopping wave 22 is taken into the water collecting basin 4 from the opening, and as shown in FIG. Is covered with the overtopping flow rate measuring instrument 10.

集水升4の開口を露出させる時間は約2秒である。したがって、計測者31があわてて集水升4の開口を越波流量計測用器具10で塞いだ場合に、集水升4の開口と蓋本体12との間に隙間が生じる場合がある。このような場合であっても、蓋本体12の周縁に幕部材13、14、15が設けられていることから、当該隙間は幕部材13、14、15により塞がれ、計測対象外の波による越波22が集水升4に浸入することはない。   The time for exposing the opening of the water collecting basin 4 is about 2 seconds. Therefore, when the measurer 31 rushes and closes the opening of the water collecting basin 4 with the overtopping flow rate measuring instrument 10, a gap may be formed between the opening of the water collecting basin 4 and the lid body 12. Even in such a case, since the curtain members 13, 14, 15 are provided on the periphery of the lid body 12, the gap is closed by the curtain members 13, 14, 15, so The overtopping wave 22 does not enter the catchment 4.

その後、集水升4に溜まった水の量を計測する。こうして、計測対象の1回の波21により護岸15を越波した越波22の流量を正確に計測することが可能となる。   Thereafter, the amount of water accumulated in the water collecting basin 4 is measured. In this way, it is possible to accurately measure the flow rate of the overtopping wave 22 that has passed over the revetment 15 by the single wave 21 to be measured.

以上、本実施の形態おける越波流量計測用器具10によれば、集水升4の開口と蓋本体12との間に隙間が生じた場合であっても、蓋本体12の周縁に幕部材13、14、15が設けられていることから、当該隙間は幕部材13、14、15により塞がれ、計測対象外の波による越波22が集水升4に浸入することはない。その結果、水理模型における集水升に流れ込む計測対象である1回の波の流量をより正確に計測することが可能となる。   As described above, according to the overtopping flow rate measuring instrument 10 in the present embodiment, the curtain member 13 is formed on the periphery of the lid body 12 even when a gap is generated between the opening of the water collecting trough 4 and the lid body 12. , 14, 15 are provided, the gap is closed by the curtain members 13, 14, 15, and the overtopping 22 due to the waves not to be measured does not enter the catchment 4. As a result, it is possible to more accurately measure the flow rate of a single wave that is a measurement target flowing into the catchment in the hydraulic model.

今回開示された実施の形態は例示であってこれに制限されるものではない。本発明は上記で説明した範囲ではなく、特許請求の範囲によって示され、特許請求の範囲と均等の意味および範囲でのすべての変更が含まれることが意図される。   The embodiment disclosed this time is an example, and the present invention is not limited to this. The present invention is defined by the terms of the claims, rather than the scope described above, and is intended to include any modifications within the scope and meaning equivalent to the terms of the claims.

1 造波水路、2 造波板、4 集水升、5 越波排水路内集水升、6 敷地側集水升、10 越波流量計測用器具、11 取っ手、11a 把持部、11b 支柱部、12 蓋本体、15 護岸、20 水、21 波、22 越波、31 計測者、32 台。   DESCRIPTION OF SYMBOLS 1 Wave-making channel, 2 Wave-making board, 4 Water collecting basin, 5 Water collecting basin in an overtopping drainage channel, 6 Site side water collecting basin, 10 Overtopping flow measuring instrument, 11 Handle, 11a Grasp part, 11b Strut part, 12 Cover body, 15 revetment, 20 water, 21 waves, 22 wave overtopping, 31 measurers, 32 units.

Claims (2)

護岸を越えて飛散する波の流量を計測するための水理模型に用いられ、当該水理模型に設けられる集水升の上に載置され、集水升開口を塞ぐための越波流量計測用器具であって、
前記集水升開口の上に載置される平板状の蓋本体(12)と、
前記蓋本体(12)に立設するように取り付けられた取っ手(11)と、
前記蓋本体(12)の周縁部に設けられた幕部材(13,14,15)と、
を備える、越波流量計測用器具。
Used for hydraulic model to measure the flow rate of waves scattered over the revetment, and placed on the catchment provided in the hydraulic model, for overtopping flow measurement to block the catchment opening An instrument,
A plate-like lid body (12) placed on the water collecting trough opening;
A handle (11) attached to stand on the lid body (12);
Curtain members (13, 14, 15) provided on the peripheral edge of the lid body (12);
An instrument for measuring the overtopping flow rate.
前記蓋本体(12)は平面視において矩形形状であり、
前記蓋本体(12)の4辺のうち少なくとも3辺のそれぞれに前記幕部材(13,14,15)が設けられ、
それぞれの前記幕部材(13,14,15)は、前記蓋本体(12)の角部において分離している、請求項1に記載の越波流量計測用器具。
The lid body (12) is rectangular in plan view,
The curtain member (13, 14, 15) is provided on each of at least three sides of the four sides of the lid body (12),
The overtop flow rate measuring instrument according to claim 1, wherein each curtain member (13, 14, 15) is separated at a corner of the lid body (12).
JP2009201748A 2009-09-01 2009-09-01 Measuring implement of flow rate of wave overtopping Withdrawn JP2011053063A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106989897A (en) * 2017-03-13 2017-07-28 西北工业大学 A kind of flow field survey device based on cylindrical-coordinate system
CN113532794A (en) * 2021-07-14 2021-10-22 浙江大学 Polymorphic tidal flat multi-flow state tide, wave and runoff simulation test device and method for U-shaped wave generation on four sides

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106989897A (en) * 2017-03-13 2017-07-28 西北工业大学 A kind of flow field survey device based on cylindrical-coordinate system
CN106989897B (en) * 2017-03-13 2019-02-12 西北工业大学 A kind of flow field survey device based on cylindrical-coordinate system
CN113532794A (en) * 2021-07-14 2021-10-22 浙江大学 Polymorphic tidal flat multi-flow state tide, wave and runoff simulation test device and method for U-shaped wave generation on four sides

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