Effect of seepage on river bank stability

The experimental study, which is conducted in Hydraulics Modeling Laboratory, deals mainly with the riverbank stability. The study focuses on investigating riverbank stability under seepage effect and main flow in the channel. The riverbank was modeled in a 7-meter long flume with a test section of...

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Main Author: Dong, Bo
Other Authors: Chiew Yee Meng
Format: Final Year Project
Language:English
Published: 2011
Subjects:
Online Access:http://hdl.handle.net/10356/44319
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-443192023-03-03T17:20:21Z Effect of seepage on river bank stability Dong, Bo Chiew Yee Meng School of Civil and Environmental Engineering DRNTU::Engineering::Environmental engineering The experimental study, which is conducted in Hydraulics Modeling Laboratory, deals mainly with the riverbank stability. The study focuses on investigating riverbank stability under seepage effect and main flow in the channel. The riverbank was modeled in a 7-meter long flume with a test section of 1.1 meter. The test slope had a width-to-depth ratio of 2.5 and it was made up of cohesionless sand with grain size d50 = 0.2 mm. Bachelor of Engineering (Environmental Engineering) 2011-06-01T01:50:23Z 2011-06-01T01:50:23Z 2011 2011 Final Year Project (FYP) http://hdl.handle.net/10356/44319 en Nanyang Technological University 47 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Environmental engineering
spellingShingle DRNTU::Engineering::Environmental engineering
Dong, Bo
Effect of seepage on river bank stability
description The experimental study, which is conducted in Hydraulics Modeling Laboratory, deals mainly with the riverbank stability. The study focuses on investigating riverbank stability under seepage effect and main flow in the channel. The riverbank was modeled in a 7-meter long flume with a test section of 1.1 meter. The test slope had a width-to-depth ratio of 2.5 and it was made up of cohesionless sand with grain size d50 = 0.2 mm.
author2 Chiew Yee Meng
author_facet Chiew Yee Meng
Dong, Bo
format Final Year Project
author Dong, Bo
author_sort Dong, Bo
title Effect of seepage on river bank stability
title_short Effect of seepage on river bank stability
title_full Effect of seepage on river bank stability
title_fullStr Effect of seepage on river bank stability
title_full_unstemmed Effect of seepage on river bank stability
title_sort effect of seepage on river bank stability
publishDate 2011
url http://hdl.handle.net/10356/44319
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