在未测量流域使用改进的Cunge-Muskingum方法预测洪水线:以印度库尔斯河流域为例

IF 0.8 Q4 WATER RESOURCES
B. Bharali, U. Misra
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引用次数: 1

摘要

Cunge-Muskingum溃决模型是目前应用最广泛的水文河道溃决模型之一。Cunge-Muskingum模型在未测量流域的应用受到水文气象资料缺乏的阻碍。在本研究中,提出了一种方法来预测一个未测量的流域的流出线作为解决这一问题。对Cunge-Muskingum方法进行了改进,考虑了非棱柱形的复杂自然通道。采用土壤保持服务曲线数降雨径流模型获得了未计量流域的入流和侧向入流曲线,并采用修正的Cunge-Muskingum模型预测了未计量流域出水口的洪水曲线。将该方法应用于印度库尔西河流域,并将其假设为一个未测量的流域,并将结果与流域出口的观测数据进行了比较。基于RMSE (50.34 m3/s)、峰值流量误差(39.73%)、峰值流量时间误差(-3.44%)、总容积误差(7.36%)、相对误差(7.36%)、平均绝对误差(33.5%)、相关系数(0.785)、效率系数(0.59)和克林-古普塔效率(0.66)对模型的性能进行了评价。结果表明,本文提出的修正Cunge-Muskingum模型能够有效地预测未计量流域出水口的洪水过程。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Prediction of flood hydrograph using the modified Cunge-Muskingum method in an ungauged basin: a case study in the Kulsi river basin, India
The Cunge-Muskingum routing model is one of the most popular and widely used models for hydrologic channel flood routing. The application of Cunge-Muskingum model to an ungauged basin is hindered by the lack of hydro-meteorological data. In the present study, a method is proposed to predict the outflow hydrograph of an ungauged basin as a solution to this problem. The Cunge-Muskingum method is modified, considering the non-prismatic complex natural channel. The Soil Conservation Service Curve Number rainfall-runoff model is employed to obtain the inflow and lateral inflow hydrographs of the ungauged basins, and the Modified Cunge-Muskingum model is employed to anticipate the flood hydrograph at the outlet of the ungauged basin. The proposed approach is employed to the Kulsi River Basin, India, hypothetically treated as an ungauged basin, and the results are compared with the observed data at the outlet of the basin. The performance of the model is evaluated based on RMSE (50.34 m3/s), peak flow error (39.73%), peak flow time error (–3.44%), total volume error (7.36%), relative error (7.36%), mean absolute error (33.5%), correlation coefficient (0.785), coefficient of efficiency (0.59) and Kling-Gupta efficiency (0.66).The results reveal that the proposed Modified Cunge-Muskingum model is an efficient predictor of the flood hydrograph at the outlet of the ungauged basin.
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