不同汇水面径流系数估算

Safieh Javadinejad, R. Dara, Neda Dolatabadi
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引用次数: 1

摘要

径流系数的定义是在整个事件过程中转化为直接径流的降雨部分,它是工程水文学中的一个重要概念,广泛应用于设计,并作为显示流域径流形成的诊断变量。事件径流系数也可以应用于基于事件的洪水频率模型,该模型通过降雨频率测量洪水频率,对于识别特定水文或气候条件下的洪水频率控制很有价值。以往对流域尺度的水文系统和过程进行深入研究的研究很少。此外,在许多集水区,由于缺乏数据集,对土地利用变化和水管理及风险的分析导致水文过程预测的不确定性可以减少。这个问题对于预测发展中国家未测量盆地的水文更为重要。本研究的目的是回顾未测量流域的水文预测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Runoff coefficient estimation for various catchment surfaces
The definition of runoff coefficient is the portion of rainfall that turn into direct runoff throughout an occurrence, and it is a significant perception in engineering hydrology and is extensively applied for design and as a diagnostic variable to show runoff creation in catchments. Event runoff coefficients may also be applied in event‐based developed flood frequency models that measure flood frequencies from rainfall frequencies and are valuable for recognizing the flood frequency controls in a specific hydrologic or climatic regime. Only a few previous studies worked on hydrological systems and processes deeply at catchment scale. Also in many catchments because of lacking data sets, analysis of land use change and water management and risks causes uncertainty in predictions of hydrological processes can be decreased. This problem is more important for predicting hydrology of ungauged basins in developing countries. The purpose of this study is to review predicting hydrology of ungauged basins.
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