Title :
Simulating runoff along soil slope using smoothed particle hydrodynamics method and comparison with standard empirical formula
Author :
Dakssa, L.M. ; Harahap, I.S.H.
Author_Institution :
Univ. Teknol. PETRONAS (UTP), Tronoh, Malaysia
Abstract :
Fast-moving water along soil slopes causes severe hydraulic scour and can also wash away slope-protective covers, leading to soil slope instability. In this paper, the application of smoothed particle hydrodynamics (SPH) - a meshfree numerical method - to triggering surface runoff along a soil slope was investigated in view of predicting fast-moving landslides such as debris flows and avalanche. SPH source code of the flow governing equation, in FORTRAN language, was developed to run the simulation. Results and snapshots of the simulation suggest that the SPH scheme effectively captures the important aspects of the surface runoff phenomenon. Comparison with the results obtained using the standard open channel hydraulics equation of Manning´s shows the SPH method predicts the velocity of flow reasonably.
Keywords :
geomorphology; hydrodynamics; hydrological techniques; rivers; soil; FORTRAN language; SPH source code; avalanche; debris flows; fast-moving landslide prediction; fast-moving water; flow governing equation; hydraulic scour; meshfree numerical method; runoff simulation; slope-protective covers; smoothed particle hydrodynamics method; soil slope instability; standard empirical formula; standard open channel hydraulics equation; surface runoff phenomenon; Approximation methods; Equations; Fluids; Kernel; Mathematical model; Smoothing methods; Soil;
Conference_Titel :
Business Engineering and Industrial Applications Colloquium (BEIAC), 2013 IEEE
Conference_Location :
Langkawi
Print_ISBN :
978-1-4673-5967-2
DOI :
10.1109/BEIAC.2013.6560213