《Table 3 Modifying coefficient C and influx parameter m in the W-I and Ergou》

《Table 3 Modifying coefficient C and influx parameter m in the W-I and Ergou》   提示：宽带有限、当前游客访问压缩模式
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《"Evaluation of a traditional method for peak flow discharge estimation for floods in the Wenchuan Earthquake area,Sichuan Province,China"》


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This relation indicates that the influx parameter is mainly influenced by the local topographic and geomorphologic parameters.It is considered that the overland flow influx process on slope dominated in a watershed with a smallθ，while in a watershed with a largeθ，the channel flowinfluxprocessdominatedinstead.Traditionally，K2=0.318 and b=0.204 are the recommended values in this area（Rainstormrunoff calculation method in small watershed，1984）.However，For the watersheds with high vegetation coverage or fractured rocks，which might decrease the influx efficiency strongly，m should be modified smaller by plus an coefficient C that can also obtained by table lookup as listed in Table 3.As it is very difficult to quantitatively express the geomorphologic conditions，we use Cmean to modify the parameter m in this work.

图表编号XD0056567000    严禁用于非法目的
绘制时间2019.03.01
作者GUO Xiao-jun、CUI Peng、LI Yong、LIU Jin-feng、GE Yong-gang、WANG Ci-de
绘制单位Key Laboratory of Mountain Surface Process and Hazards、Institute of Mountain Hazards and Environment,Chinese Academy of Sciences、Center for Excellence in Tibetan Plateau Earth Sciences,Chinese Academy of Sciences、Key Laboratory of Mountain Surface Process
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