Flume-scale laboratory study of rainfall-runoff responses in Devon silt and capillary barrier profiles

Author:

Abdulnabi Ahlam11,Wilson G. Ward11

Affiliation:

1. Department of Civil and Environmental Engineering, University of Alberta, 7-207 Donadeo Innovation Centre for Engineering, Edmonton, AB T6G 1H9, Canada.

Abstract

The design of soil covers for mine waste reclamation requires comprehensive water balance calculations at the ground surface and the subsurface. To achieve a determinate water balance equation, rainfall-runoff quantities need to be predicted or measured. The parameters that control rainfall runoff were investigated by performing rainfall-runoff experiments on Devon silt and capillary barrier profiles at different saturation stages. A rainfall simulator apparatus was employed to measure water balance components at different rainfall intensities during each test; the apparatus’ design is presented. The rainfall intensity and the saturated hydraulic conductivity of the soil govern runoff volumes and rates in the saturated profiles. The rainfall intensity and infiltration capacity of the soil govern runoff volumes and rates in the unsaturated profiles. The capillary barrier effects are evaluated and discussed by comparing time-lapse photographs of the wetting front during each test with changes in matric suction and volumetric water content measurements.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference27 articles.

1. Abdulnabi, A. 2015. A comprehensive literature review for soil covers and the role of rainfall runoff in soil atmospheric modelling. M.Eng. Report, University of Alberta, Edmonton, Alta., Canada.

2. Abdulnabi, A. 2018. Prediction of rainfall runoff in geoenvironmental engineering practice. Ph.D. thesis, University of Alberta, Canada. 10.7939/R30P0X66H.

3. Beven, K.J. 2012. Rainfall-runoff modelling: the primer. John Wiley and Sons Ltd., Oxford, U.

4. Field Data and Water-Balance Predictions for a Monolithic Cover in a Semiarid Climate

5. Spatial and temporal variability of rainfall and their effects on hydrological response in urban areas – a review

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