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改进水文工程中心水文模型系统中两个关键参数的校准,并分析初始损失对洪峰流量的影响。

Improving calibration of two key parameters in Hydrologic Engineering Center hydrologic modelling system, and analysing the influence of initial loss on flood peak flows.

机构信息

School of Geographic Science, Fujian Normal University, Fuzhou, Fujian, 350007, China E-mail:

Dorset Environmental Science Centre, Ontario Ministry of the Environment, 1026 Bellwood Acres Road, Dorset, Ontario, P0A 1E0, Canada.

出版信息

Water Sci Technol. 2013;68(12):2718-24. doi: 10.2166/wst.2013.562.

DOI:10.2166/wst.2013.562
PMID:24355863
Abstract

Parameter calibration is a key and difficult issue for a hydrological model. Taking the Jinjiang Xixi watershed of south-east China as the study area, we proposed methods to improve the calibration of two very sensitive parameters, Muskingum K and initial loss, in the Hydrologic Engineering Center hydrologic modelling system (HEC-HMS) model. Twenty-three rainstorm flood events occurring from 1972 to 1977 were used to calibrate the model using a trial-and-error approach, and a relationship between initial loss and initial discharge for these flood events was established; seven rainstorm events occurring from 1978 to 1979 were used to validate the two parameters. The influence of initial loss change on different return-period floods was evaluated. A fixed Muskingum K value, which was calibrated by assuming a flow wave velocity at 3 m/s, could be used to simulate a flood hydrograph, and the empirical power-function relationship between initial loss and initial discharge made the model more applicable for flood forecasting. The influence of initial loss on peak floods was significant but not identical for different flood levels, and the change rate of peak floods caused by the same initial loss change was more remarkable when the return period increased.

摘要

参数校准是水文模型的一个关键和难点问题。以中国东南部的晋江西溪流域为研究区,提出了改进水文工程中心水文模型(HEC-HMS)模型中两个非常敏感参数——马斯京根 K 值和初始损失的校准方法。利用试错法,使用 1972 年至 1977 年发生的 23 次暴雨洪水事件对模型进行校准,并建立了这些洪水事件的初始损失与初始流量之间的关系;利用 1978 年至 1979 年发生的 7 次暴雨事件对两个参数进行验证。评估了初始损失变化对不同重现期洪水的影响。假设水流波速为 3 m/s 校准的固定马斯京根 K 值可用于模拟洪水过程线,初始损失与初始流量之间的经验幂函数关系使模型更适用于洪水预报。初始损失对峰值洪水的影响显著,但对不同洪水位的影响并不相同,而且随着重现期的增加,相同初始损失变化引起的峰值洪水变化率更为显著。

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