《Table 2 The peak discharge of selected rainfall-runoff events and velocities corresponding to them》
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《Using uncertainty and sensitivity analysis for finding the best rainfall-runoff model in mountainous watersheds(Case study: the Navrood watershed in Iran)》
Inputs of the GIUH model include the stream length ratio(RL),the length (km),the peak velocity V(m/s),the watershed area (km2)and the rate of rainfall excess,ir(mm/hr).These inputs are shown in Table 1.
图表编号 | XD0056561700 严禁用于非法目的 |
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绘制时间 | 2019.03.01 |
作者 | Arash ADIB、Morteza LOTFIRAD、Ali HAGHIGHI |
绘制单位 | Civil Engineering Department,Engineering Faculty,Shahid Chamran University of Ahvaz、Civil Engineering Department,Engineering Faculty,Shahid Chamran University of Ahvaz、Civil Engineering Department,Engineering Faculty,Shahid Chamran University of Ahvaz |
更多格式 | 高清、无水印(增值服务) |
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- Table 3 The calibrated values of parameters of GIUH and GcIUH models different rainfall-runoff events