印度马哈拉施特拉邦瓦拉纳河流域设计暴雨时采用合成单位水文图法预测径流量

S. Patil, Tejaswini Nikhil Bhagwat
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引用次数: 0

摘要

作者的目标是计算印度马哈拉施特拉邦瓦拉纳河上游流域几次孤立暴雨的平均代表性单位水文图 (UH)。根据斯奈德、土壤保护局 (SCS)、中央水务委员会 (CWC) 和 Common 所使用的方法,创建了合成单位水文图。利用这项研究为具有相同水文条件的无测站流域的合成单位水文图 (SUH) 评估选择了适当的相关系数。然后将结果与使用其他技术获得的结果和实际单位水文图进行分析。为了校准和验证斯奈德模型的有效性,作者将其用于瓦拉纳河流域的子流域。结果显示,水文图的形状与其他方法观测到的 UH 相似,使用斯奈德技术计算的峰值排水量误差最小(0.26%)。
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 RUNOFF BY SYNTHETIC UNIT HYDROGRAPH METHODS FOR THE DESIGN STORMS IN WARANA RIVER BASIN, MAHARASHTRA, INDIA
The authors' goal was to calculate average representative unit hydrographs (UHs) from a few isolated storms for the upper Warana River basin in Maharashtra, India. Based on the approaches used by Snyder, the Soil Conservation Service (SCS), the Central Water Commission (CWC), and Common, synthetic unit hydrographs were created. This study was utilised to choose appropriate correlation coefficients for Synthetic Unit Hydrograph (SUH) evaluation for the ungauged basins with identical hydrological conditions. The outcomes were then analyzed with those attained using other techniques and with the actual UH. In order to calibrate and validate the effectiveness of Snyder's model, the authors employed it on the sub-basins of the Warana river basin. The hydrograph's shape resembled the observed UH produced by the other methods, according to the results, and the peak discharge calculated using Snyder's technique had the lowest percentage error (0.26%)
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