Developing a Genetic Algorithm for Selecting Infrastructure Modifications that Optimize Hydrodynamic Flushing in Old Tampa Bay

IF 4.6 Q2 MATERIALS SCIENCE, BIOMATERIALS ACS Applied Bio Materials Pub Date : 2024-07-20 DOI:10.1007/s12237-024-01387-y
Steven D. Meyers, Marcus W. Beck, Edward T. Sherwood, Mark E. Luther
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Abstract

Impermeable infrastructure such as traffic causeways can reduce the natural hydrodynamic flushing of an estuary, resulting in reduced water quality and increased incidence of harmful algal blooms (HABs). A series of cuts through the three causeways spanning Old Tampa Bay, FL, (OTB) are being considered to help restore the natural circulation of the region, but the number of possible location combinations is computationally challenging to fully assess. A prototype genetic algorithm (GA) was developed to identify the optimal configuration of these cuts through one of the bridge sections that maximizes flushing as represented in a numerical ocean circulation model of OTB. Flushing was measured by integrating the trajectories of over 21,000 passive Lagrangian “particles” using the model velocity fields. The rate of loss of particles initialized near Feather Sound (a region subject to frequent HABs) was used to quantify the “fitness” over which the configurations were optimized. The highest-scoring solution produced a 42% increase in net flushing compared to a no-change baseline. Six independently initialized applications of the GA were conducted. All converged to the same solution within no more than 7 generations. The small population size of the prototype allowed testing of the complete solution space, and verification the found solution was optimal. Elitism (preservation of the highest-ranking solution) was required for convergence. The GA also identified configurations that had similar, but slightly slower, flushing rates. These results will help area managers prioritize or rank combinations of causeway modifications to improve overall water quality conditions in Tampa Bay.

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开发一种遗传算法,用于选择优化旧坦帕湾水动力冲洗的基础设施改造方案
交通便道等不透水的基础设施会减少河口的自然水动力冲刷,导致水质下降和有害藻华(HAB)发生率增加。目前正在考虑对横跨佛罗里达州旧坦帕湾(OTB)的三条便道进行一系列切割,以帮助恢复该地区的自然循环,但要对可能的位置组合进行全面评估,计算难度很大。我们开发了一种原型遗传算法 (GA),以确定通过其中一个桥段的这些切口的最佳配置,从而最大限度地提高 OTB 海洋环流数值模型所表示的冲洗效果。利用模型速度场对超过 21,000 个被动拉格朗日 "粒子 "的轨迹进行积分,从而测量冲刷。在羽湾(一个经常发生有害藻华的区域)附近初始化的粒子的损失率被用来量化优化配置的 "适合度"。与不做任何改变的基线相比,得分最高的解决方案使净冲洗量增加了 42%。对遗传算法进行了六次独立初始化。所有方案都在不超过 7 代的时间内趋于一致。由于原型的种群规模较小,因此可以对完整的解决方案空间进行测试,并验证找到的解决方案是最优的。收敛需要精益求精(保留最高级别的解决方案)。GA 还确定了具有相似但稍慢冲洗速率的配置。这些结果将帮助地区管理人员确定堤道改造组合的优先级或排序,以改善坦帕湾的整体水质状况。
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来源期刊
ACS Applied Bio Materials
ACS Applied Bio Materials Chemistry-Chemistry (all)
CiteScore
9.40
自引率
2.10%
发文量
464
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