Exploring Rainfall-Runoff Relationship at Hillslope Scale through Virtual Experiments
Abstract:
A calibrated dynamic numerical model (THRM) is employed to simulate the hydrological processes at hillslope scale. The THRM model integrates Saint-Venant equation for surface runoff with Richard's equation for variably saturated soil water movement. THRM model presents a high computational efficiency and stability in simulating subsurface flow of the experimental hillslope. THRM was validated by the field experiments at the Panola hillslope in Georgia of U.S.
Our numerical experiments show that when the soil profile reaches steady state, only a finite layer above the soil-bedrock interface is saturated rather than the whole soil profile. This proves the so-called “fill and spill†hypothesis for subsurface flow generation. The rainfall threshold for runoff generation from hillslope is composed of bedrock depression capacity, bedrock leakage to deeper bedrock layer, and soil moisture deficit. We define the threshold as 'hillslope storage capacity'. Most headwater hillslope has relatively higher hydraulic conductivity than normal rainfall intensity. The runoff generation mechanism belongs to the runoff excess saturation. The 'steady saturated' status would be attained when the threshold is exceeded and the capacity is filled up. The excess rainfall turns into runoff. For a specific hillslope with identical initial conditions and storage capacity, deep leakage increases linearly with the excess of rainfall to storage capacity. The same behaviors exist in the flux at the outlet with the regulation of water balance. The gradient of the linear relationship is defined as 'hillslope runoff generation ratio'. This phenomenon (threshold-linear behavior) has been mentioned in previous observation-based studies and is confirmed but extended to a general situation by numerical simulations in this study.
(following results contain equations and are listed in image file)