The Performance of the SPH Method in Simulating Surface runoff Along a Saturated Soil Slope

Rainfall-induced slope failures are one of the most disastrous and frequently occurring natural hazards. Hence, it is indispensible to predict their occurrence and their post-failure velocity in order to save lives and properties in mountainous areas. The rain that falls on a soil slope results in...

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Main Authors: Dakssa, L.M., Harahap, I.S.H.
Format: Citation Index Journal
Published: 2013
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Online Access:http://eprints.utp.edu.my/10723/1/Dakssa%25Harahap.pdf
http://eprints.utp.edu.my/10723/
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spelling my.utp.eprints.107232013-12-16T23:48:19Z The Performance of the SPH Method in Simulating Surface runoff Along a Saturated Soil Slope Dakssa, L.M. Harahap, I.S.H. TA Engineering (General). Civil engineering (General) Rainfall-induced slope failures are one of the most disastrous and frequently occurring natural hazards. Hence, it is indispensible to predict their occurrence and their post-failure velocity in order to save lives and properties in mountainous areas. The rain that falls on a soil slope results in either infi ltration or surface runoff, depending on the site characteristics. For saturated soil slopes, the amount of rain that goes as infi ltration is usually less than the amount that goes as runoff. As a result, surface runoff scours the slope surface, thereby removing the soil slope protecting covers and eventually putting the slope, at least, in a marginally stable condition. This article reports the performance of the smoothed particle hydrodynamics numerical scheme in simulating runoff along a saturated soil slope with emphasis on predicting the velocity of fl ow. The average velocity of fl ow using the smoothed particle hydrodynamics method was compared with the average value obtained using a standard open-channel hydraulics empirical equation. The results show that the smoothed particle hydrodynamics method could be used as an alternative method for predicting the runoff velocity along a soil slope in hilly areas. 2013 Citation Index Journal PeerReviewed application/pdf http://eprints.utp.edu.my/10723/1/Dakssa%25Harahap.pdf Dakssa, L.M. and Harahap, I.S.H. (2013) The Performance of the SPH Method in Simulating Surface runoff Along a Saturated Soil Slope. [Citation Index Journal] (In Press) http://eprints.utp.edu.my/10723/
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Dakssa, L.M.
Harahap, I.S.H.
The Performance of the SPH Method in Simulating Surface runoff Along a Saturated Soil Slope
description Rainfall-induced slope failures are one of the most disastrous and frequently occurring natural hazards. Hence, it is indispensible to predict their occurrence and their post-failure velocity in order to save lives and properties in mountainous areas. The rain that falls on a soil slope results in either infi ltration or surface runoff, depending on the site characteristics. For saturated soil slopes, the amount of rain that goes as infi ltration is usually less than the amount that goes as runoff. As a result, surface runoff scours the slope surface, thereby removing the soil slope protecting covers and eventually putting the slope, at least, in a marginally stable condition. This article reports the performance of the smoothed particle hydrodynamics numerical scheme in simulating runoff along a saturated soil slope with emphasis on predicting the velocity of fl ow. The average velocity of fl ow using the smoothed particle hydrodynamics method was compared with the average value obtained using a standard open-channel hydraulics empirical equation. The results show that the smoothed particle hydrodynamics method could be used as an alternative method for predicting the runoff velocity along a soil slope in hilly areas.
format Citation Index Journal
author Dakssa, L.M.
Harahap, I.S.H.
author_facet Dakssa, L.M.
Harahap, I.S.H.
author_sort Dakssa, L.M.
title The Performance of the SPH Method in Simulating Surface runoff Along a Saturated Soil Slope
title_short The Performance of the SPH Method in Simulating Surface runoff Along a Saturated Soil Slope
title_full The Performance of the SPH Method in Simulating Surface runoff Along a Saturated Soil Slope
title_fullStr The Performance of the SPH Method in Simulating Surface runoff Along a Saturated Soil Slope
title_full_unstemmed The Performance of the SPH Method in Simulating Surface runoff Along a Saturated Soil Slope
title_sort performance of the sph method in simulating surface runoff along a saturated soil slope
publishDate 2013
url http://eprints.utp.edu.my/10723/1/Dakssa%25Harahap.pdf
http://eprints.utp.edu.my/10723/
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score 13.211869