A flume for assessing flux boundary characteristics in rainfall-induced slope failure studies
Rainfall-induced slope failure studies and slope hydrological behavior studies often require an assessment of the flux boundary characteristics of a slope. However, quantification of the flux boundary conditions across a slope surface with respect to rainfall, runoff, and infiltration is difficult....
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sg-ntu-dr.10356-1014492020-03-07T11:43:46Z A flume for assessing flux boundary characteristics in rainfall-induced slope failure studies Rahardjo, Harianto Leong, Eng Choon Lee, T. T. Rezaur, R. B. School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical Rainfall-induced slope failure studies and slope hydrological behavior studies often require an assessment of the flux boundary characteristics of a slope. However, quantification of the flux boundary conditions across a slope surface with respect to rainfall, runoff, and infiltration is difficult. This paper introduces the design and field installation of a flume for high resolution monitoring of runoff data from a small catchment, particularly for rainfall-induced slope failure studies. The features of the flume include reliable and continuous runoff measurement at high resolution, options for accommodating various flow rates as dictated by the slope size, and portability. The flume can be used to quantify the flux boundary conditions required for seepage analyses associated with rainfall-induced slope failure studies. Accepted version 2011-12-07T06:21:39Z 2019-12-06T20:38:50Z 2011-12-07T06:21:39Z 2019-12-06T20:38:50Z 2004 2004 Journal Article Rahardjo, H., Lee, T. T., Leong, E. C., & Rezaur, R. B. (2004). A Flume for Assessing Flux Boundary Characteristics in Rainfall-induced Slope Failure Studies. Geotechnical Testing Journal, 27(2), 145–153. https://hdl.handle.net/10356/101449 http://hdl.handle.net/10220/7347 10.1520/GTJ11503 en Geotechnical testing journal © 2004 ASTM |
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DRNTU::Engineering::Civil engineering::Geotechnical Rahardjo, Harianto Leong, Eng Choon Lee, T. T. Rezaur, R. B. A flume for assessing flux boundary characteristics in rainfall-induced slope failure studies |
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Rainfall-induced slope failure studies and slope hydrological behavior studies often require an assessment of the flux boundary characteristics of a slope. However, quantification of the flux boundary conditions across a slope surface with respect to rainfall, runoff, and infiltration is difficult. This paper introduces the design and field installation of a flume for high resolution monitoring of runoff data from a small catchment, particularly for rainfall-induced slope failure studies. The features of the flume include reliable and continuous runoff measurement at high resolution, options for accommodating various flow rates as dictated by the slope size, and portability. The flume can be used to quantify the flux boundary conditions required for seepage analyses associated with rainfall-induced slope failure studies. |
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School of Civil and Environmental Engineering |
author_facet |
School of Civil and Environmental Engineering Rahardjo, Harianto Leong, Eng Choon Lee, T. T. Rezaur, R. B. |
format |
Article |
author |
Rahardjo, Harianto Leong, Eng Choon Lee, T. T. Rezaur, R. B. |
author_sort |
Rahardjo, Harianto |
title |
A flume for assessing flux boundary characteristics in rainfall-induced slope failure studies |
title_short |
A flume for assessing flux boundary characteristics in rainfall-induced slope failure studies |
title_full |
A flume for assessing flux boundary characteristics in rainfall-induced slope failure studies |
title_fullStr |
A flume for assessing flux boundary characteristics in rainfall-induced slope failure studies |
title_full_unstemmed |
A flume for assessing flux boundary characteristics in rainfall-induced slope failure studies |
title_sort |
flume for assessing flux boundary characteristics in rainfall-induced slope failure studies |
publishDate |
2011 |
url |
https://hdl.handle.net/10356/101449 http://hdl.handle.net/10220/7347 |
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1681035089042997248 |