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Monte Carlo simulation model for economic evaluation of rubble mound breakwater protection in Harbors

机译:港口瓦砾防波堤保护经济评价的蒙特卡洛模拟模型

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The US Army Corps of Engineers has a mission to conduct a wide array of programs in the arenas of water resources, including coastal protection. Coastal projects must be evaluated according to sound economic principles, and considerations of risk assessment and sea level change must be included in the analysis. Breakwaters are typically nearshore structures designed to reduce wave action in the lee of the structure, resulting in calmer waters within the protected area, with attendant benefits in terms of usability by navigation interests, shoreline protection, reduction of wave runup and onshore flooding, and protection of navigation channels from sedimentation and wave action. A common method of breakwater construction is the rubble mound breakwater, constructed in a trapezoidal cross section with gradually increasing stone sizes from the core out. Rubble mound breakwaters are subject to degradation from storms, particularly for antiquated designs with under-sized stones insufficient to protect against intense wave energy. Storm waves dislodge the stones, resulting in lowering of crest height and associated protective capability for wave reduction. This behavior happens over a long period of time, so a lifecycle model (that can analyze the damage progression over a period of years) is appropriate. Because storms are highly variable, a model that can support risk analysis is also needed. Economic impacts are determined by the nature of the wave climate in the protected area, and by the nature of the protected assets. Monte Carlo simulation (MCS) modeling that incorporates engineering and economic impacts is a worthwhile method for handling the many complexities involved in real world problems. The Corps has developed and utilized a number of MCS models to compare project alternatives in terms of their costs and benefits. This paper describes one such model, Coastal Structure simulation (CSsim) that has been developed specifically for planning level analysis of breakwaters.
机译:美国陆军工程兵团的任务是在水资源领域(包括沿海保护)开展各种计划。必须按照合理的经济原则对沿海项目进行评估,分析中必须包括风险评估和海平面变化的考虑因素。防波堤通常是近岸结构,旨在减少结构回风中的波浪作用,从而使保护区内的水域更加平静,在航行可用性,海岸线保护,减少波浪上升和陆上洪水以及保护方面,在可用性方面也带来了好处。沉积和波浪作用引起的导航通道的变化。防波堤的一种常见建造方法是瓦砾堆防波堤,其构造为梯形横截面,从中心向外逐渐增加石材的尺寸。鹅卵石堆的防波堤容易遭受暴风雨的侵蚀,特别是对于过大的设计,其尺寸过小的石头不足以抵御强烈的波浪能量。暴风雨使石头脱落,导致波峰高度降低,并降低了波的防护能力。这种行为会在很长一段时间内发生,因此生命周期模型(可以分析几年内的损坏进度)是合适的。由于风暴变化很大,因此还需要一个可以支持风险分析的模型。经济影响取决于保护区波浪气候的性质以及保护资产的性质。结合工程和经济影响的蒙特卡洛模拟(MCS)建模是处理现实世界中许多复杂问题的有价值的方法。兵团已经开发并利用了许多MCS模型,以比较其成本和收益方面的项目备选方案。本文介绍了一种这样的模型,即沿海结构仿真(CSsim),专门为防波堤的水位分析而开发。

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