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Regional Flood Frequency Analysis using Soft Computing Techniques

机译:使用软计算技术进行区域洪水频率分析

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For design of various types of hydraulic structures as well as for taking different flood management measures flood frequency estimates are required. Regional flood frequency analysis is carried out employing L-moments and soft computing techniques viz. artificial neural network (ANN) and fuzzy inference system (FIS) for the lower Godavari subzone 3(f) of India. The study area covers an areal extent of 174,201 km2 and annual maximum peak flood data of 17 catchments ranging in size from 35 to 824 km2 are used. The data screening is carried out employing L-moments based Discordancy measure (Di) and regional homogeneity is examined based on the heterogeneity measure (H). On the basis of the L-moment ratio diagram and Z i dist –statistic criteria, Pearson Type III (PE3) distribution is chosen as the suitable frequency distribution for the region. For the region under study, a relationship is developed between mean annual maximum peak flood and area of the catchment using the Levenberg-Marquardt (LM) iteration and the same is coupled with the PE3 based regional flood frequency relationship developed for estimation of floods of various frequencies for the ungauged catchments of the region. The regional flood frequency relationships developed based on L-moments and soft computing techniques are compared.
机译:为了设计各种类型的水工结构以及采取不同的洪水管理措施,需要估算洪水频率。采用L矩和软计算技术进行区域洪水频率分析。印度较低的Godavari分区3(f)的人工神经网络(ANN)和模糊推理系统(FIS)。研究区域的面积为174,201平方千米,并使用了17个集水区的年度最大洪峰数据,范围从35到824平方千米。使用基于L矩的不一致性测度(Di)进行数据筛选,并基于异质性测度(H)检验区域同质性。根据L矩比率图和Z i dist –统计标准,选择Pearson III型(PE3)分布作为该区域的合适频率分布。对于研究中的区域,使用Levenberg-Marquardt(LM)迭代法建立了年平均最大洪峰洪水与流域面积之间的关系,并且将其与基于PE3的区域洪水频率关系相结合,用于估算各种洪水该地区未受污染的集水区的频率。比较了基于L矩和软计算技术开发的区域洪水频率关系。

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