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Efects of hillslope geometry on soil moisture defcit and base fow using an excess saturation model

Afshar Ardekani Amin, Sabzevari Touraj

Acta Geophysica

2020

Vol. 68, no. 3

773--782

Estimation of watersheds base fow as a component of subsurface runof is of signifcant importance, in particular, in watersheds of high permeability where the contribution of base fow to total runof is large compared to that of surface fow. Complex hillslopes in nature have a diferent profle curvatures (concave, straight, and convex) and plan shapes (convergent, parallel, and divergent). In this study, an excess saturation model is developed to estimate the soil moisture defcit (SMD) profle along complex hillslopes. A new equation is presented which can predict base fow of hillslopes according to the spatially averaged SMD and topographic index over the hillslope surface. It is concluded that the hillslope geometry can obviously afect hillslope saturation and SMD. Moreover, the efect of convergence on SMD is higher than that of divergence. The largest and smallest efects on SMD are related to the convex convergent hillslope and the straight divergent one, respectively. Finally, the results of the developed model are compared to those derived from the solution of the hillslope-storage Boussinesq (HSB) equations for complex hillslopes.

Usefulness of the Modified NRCS-CN Method for the Assessment of Direct Runoff in a Mountain Catchment

Wałęga A., Rutkowska A.

Acta Geophysica

2015

Vol. 63, no. 5

1423--1446

The aim of this study was to evaluate the usefulness of modified methods, developed on the basis of NRCS-CN method, in determining the size of an effective rainfall (direct runoff). The analyses were performed for the mountain catchment of the Kamienica river, right-hand tributary of the Dunajec. The amount of direct runoff was calculated using the following methods: (1) Original NRCS-CN model, (2) Mishra- Singh model (MS model), (3) Sahu-Mishra-Eldho model (SME model), (4) Sahu 1-p model, (5) Sahu 3-p model, and (6) Q_base model. The study results indicated that the amount of direct runoff, determined on the basis of the original NRCS-CN method, may differ significantly from the actually observed values. The best results were achieved when the direct runoff was determined using the SME and Sahu 3-p model.