Data of Elastic storage behavior controlled by rainfall intensity and profile structure upon saturation excess overland flow generation

Simulated storage threshold upon SOF generation TSO, critical rainfall intensity threshold N0,and occurrence time T0 on twenty-five hillslopes by kinematic wave analytical solutions (KW) and Boussinesq numerical solutions (BS).As rainfall intensity N > N0,the storage upon SOF generation SO, and occurrence time T, and water table height h of 25 hillslopes simulated by the two methods under rainfall rates from 1mm/h to 20mm/h are also given.

本数据集通过运动波解析解（Kinematic Wave Analytical Solutions, KW）与布辛涅斯克数值解（Boussinesq Numerical Solutions, BS）两种方法，模拟得到25个坡面在坡面漫流（Surface Overland Flow, SOF）发生时的蓄量阈值TSO、临界降雨强度阈值N0以及漫流发生时刻T0。当降雨强度N大于临界阈值N0时，本数据集还提供了两种方法在1mm/h至20mm/h的降雨速率下，模拟得到的25个坡面的SOF发生时蓄量SO、漫流发生时刻T以及地下水位高度h。