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Wave forces on cubical armour units on submerged and low-crested breakwaters.

机译:波浪力作用在水下和低空防波堤上的立方装甲单元上。

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摘要

Dynamic forces on a cubical shaped armour unit produced by breaking waves were investigated experimentally in a model of submerged and low-crested breakwaters. Measurements were made along the surface of the breakwater to determine the most critical location of the armour unit. The measurements of the force were conducted using a specially designed dynamometer to enable a simultaneous measurement of the tangential and normal force components acting on a cubical armour unit. Two dynamometers were used to study the simultaneous forces induced by breaking waves on two cubical armour units for selected variables including water depth, the height and period of the wave, the location and orientation of the units, and the slope of the breakwater. Analysis were made of the transmitted, reflected, and dissipated wave energy. The transmission and reflection coefficients were presented in relation to the submergence of the breakwater. A modified Morison equation was introduced to describe the longitudinal forces on an armour unit. The improved Morison equation was suggested by adding impact force term due to wave breaking to the Morison equation. Envelopes of maximum forces on the armour unit was developed for units placed anywhere along the surface of the breakwater. The envelopes of the forces were presented for the forward, backward, upward, and downward forces on the unit. The stability of the armour unit was analyzed using the dynamic force data. The stability analysis was made for the unit placements at the seaward and landward edges of the crest. The stability of the unit was investigated for both sliding and overturning caused by the tangential and normal force components, and the spinning moment about the centre of mass of the cubical armour unit.Dept. of Civil and Environmental Engineering. Paper copy at Leddy Library: Theses u26 Major Papers - Basement, West Bldg. / Call Number: Thesis1997 .P72. Source: Dissertation Abstracts International, Volume: 59-08, Section: B, page: 4308. Adviser: J. A. McCorquodale. Thesis (Ph.D.)--University of Windsor (Canada), 1997.
机译:在水下和低空的防波堤模型中,通过实验研究了由碎波产生的立方体形装甲单元上的动力。沿着防波堤的表面进行测量,以确定装甲部队的最关键位置。使用专门设计的测功机进行力的测量,以同时测量作用在立方装甲单元上的切向和法向力分量。使用两个测力计来研究两个立方装甲单元上的破碎波所引起的同时作用力,这些变量包括水深,波浪的高度和周期,单元的位置和方向以及防波堤的坡度。分析了透射,反射和耗散的波能。提出了与防波堤淹没有关的透射系数和反射系数。引入了改进的莫里森方程来描述装甲部队上的纵向力。通过在Morison方程中添加因波浪破坏而产生的冲击力项,提出了改进的Morison方程。针对沿防波堤表面放置的任何单位开发了装甲单位上的最大力包络。给出了力的包络线,以表示单元上的向前,向后,向上和向下的力。使用动力数据分析装甲部队的稳定性。对波峰的海平面和海平面的单位位置进行了稳定性分析。研究了切向力和法向力引起的滑动和倾覆单元的稳定性,以及立方装甲单元质心附近的旋转力矩。土木与环境工程系。莱迪图书馆的纸质副本:论文主要论文-西楼地下室。 /电话号码:Thesis1997 .P72。资料来源:国际论文摘要,第59卷,第B节,第4308页。顾问:J。A. McCorquodale。论文(博士学位)-温莎大学(加拿大),1997。

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    Pramono Wasi Tri.;

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