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Closure to'Parameter Estimation of the Nonlinear Muskingum Flood-Routing Model Using a Hybrid Harmony Search Algorithm'

机译:封闭“混合混合搜索算法的非线性马斯金格姆洪水泛洪模型参数估计”

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摘要

Thanks to the penalty approach proposed in the original paper, negative discharges in the routing procedure were prevented and a global optimum solution for NLMM was obtained without depending on the optimization algorithm. Moreover, thanks to the hybrid use of HS, which has a high search capability, and the BFGS algorithm, which has a high capability of local searching, optimal values of NLMM parameters within a wide range were obtained in each run. In addition, the HS algorithm was made parameter-free and it became possible for it to find quicker and more accurate solutions compared with the original HS. By using the HS-BFGS algorithm with the Wilson data, the optimal parameters obtained for 4P-NLMM and 5P-NLMM are (K = 0.523710, x = 0.297660, m = 1.861927, a = 1.003951) and (K = 0.653465, x = 0.058198, m = 2.608352, a =1.00135, b = 0.651931), respectively. The output hydrograph for the Wilson data was obtained through the use of mentioned optimal parameters, and it is given in Table 9.
机译:由于原始论文中提出的惩罚方法,避免了布线过程中的负放电,并且无需依赖优化算法即可获得NLMM的全局最优解。此外,由于具有高搜索能力的HS和具有高局部搜索能力的BFGS算法的混合使用,每次运行都可以获得NLMM参数的最佳值。此外,HS算法不受参数限制,与原始HS相比,它可以找到更快,更准确的解决方案。通过将HS-BFGS算法与Wilson数据一起使用,获得的4P-NLMM和5P-NLMM的最佳参数为(K = 0.523710,x = 0.297660,m = 1.861927,a = 1.003951)和(K = 0.653465,x = 0.058198,m = 2.608352,a = 1.00135,b = 0.651931)。 Wilson数据的输出水位图是通过使用上述最佳参数获得的,如表9所示。

著录项

  • 来源
    《Journal of hydrologic engineering》 |2014年第4期|847-853|共7页
  • 作者

    Halil Karahan;

  • 作者单位

    Dept. of Civil Engineering, Pamukkale Univ., Kinikli Campus, Denizli TR-20017,Turkey;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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