Measuring wave impact induced pressures with a pressure mapping system

被引:10
|
作者
Stagonas, Dimitris [1 ]
Marzeddu, Andrea [2 ]
Cobos, Francesc Xavier Gironella I. [2 ]
Sanchez-Arcilla Conejo, Agustin [2 ]
Muller, Gerald [3 ]
机构
[1] UCL, Dept Civil Enviromental & Geomat Engn, Gower St, London WC1E 6BT, England
[2] Univ Politecn Cataluna, LIM, ES-08034 Barcelona, Spain
[3] Univ Southampton, Fac Engn & Environm, Gower St, London WC1E 6BT, England
基金
欧盟第七框架计划;
关键词
Pressure mapping system; Wave impacts; Pressure distribution; Pressure/Force measurements; WALLS;
D O I
10.1016/j.coastaleng.2016.03.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of a pressure mapping system for measuring wave impact induced pressures is evaluated in this paper. A set-up and a calibration methodology are suggested and employed for this work. The system is validated against pressure transducer and load cell measurements and for a range of waves breaking on a vertical seawall. For a large number (120 measurements for each case considered) of breaking and broken waves interacting with the wall, the peak pressure (P-peak)1 profiles and the pressure distribution maps reported by the system agree well with results acquired using pressure transducers. Although the pressure mapping system tends to underestimate P-peak, differences on the mean of the 3,5 and 10 highest P-peak range within +/- 10%, while for the majority of the measurements the error on the integral of the acting pressures (the acting force compared with the force measured bythe load cell) ranges within +/- 20%. It is concluded, that through careful calibration and set-up the pressure mapping system has the capacity to provide pressure distribution maps with a good accuracy. It is not, however, considered to constitute the absolute alternative to pressure transducers and thus a combined use is suggested for applications where a very high level of accuracy is required. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:44 / 56
页数:13
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