Effect of tailwater depth and apron length on scour downstream of a weir

The study is carried out to research on the scouring downstream of an overflowing weir. The scouring is caused by the movement of sediments due to the impinging jet. The focus of the study is the equilibrium maximum scour depth as the depth of scouring could undermine the stability of hydraulic stru...

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Main Author: Ei Thandar Aung
Other Authors: Lim Siow Yong
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2023
Subjects:
Online Access:https://hdl.handle.net/10356/168079
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1680792023-06-09T15:35:22Z Effect of tailwater depth and apron length on scour downstream of a weir Ei Thandar Aung Lim Siow Yong School of Civil and Environmental Engineering CSYLIM@ntu.edu.sg Engineering::Civil engineering The study is carried out to research on the scouring downstream of an overflowing weir. The scouring is caused by the movement of sediments due to the impinging jet. The focus of the study is the equilibrium maximum scour depth as the depth of scouring could undermine the stability of hydraulic structures. To investigate the flow variables that affect the equilibrium scour condition, literature on the key concepts and previous studies investigating scouring phenomenon was reviewed. This is followed by running 25 experiments on a flume with the dimensions of 8.0m by 0.3m by 0.6m. The experiments were done in the laboratory and included a filming set-up to record the run across the full duration. Since the process of scouring was filmed, the relationship between scour depth and time was briefly discussed using the scour depth data from the video. The experiments were designed to investigate the effect of varying tail water depths and apron lengths on scouring across different flowrates, with all other variables kept the same. The results of the experiments reveal that the equilibrium scour condition is based on those three variables. The scour profiles of suitable runs are examined to compare between variations made in the flow conditions. It was found that the following flow conditions result in an increase in equilibrium maximum scour depth: increase in flowrate, decrease in tailwater depth and decrease in apron length. For runs without apron, an equation was established to predict the equilibrium maximum scour depth given the flow conditions. The prediction from the equation has an error range of ±30% , which is considered sufficiently reliable for future usage. For runs with apron, the correlation between apron length and scour depth was explored. The investigation established that the apron installed must be of a minimum length such that the apron can act as protection for the erodible bed. Below the minimum length, the impinging jet strikes the erodible bed instead of the apron, making the apron redundant. Additionally, the scour depth is lowered by 90% when the ratio of apron length to weir height tends to 3.5. Bachelor of Engineering (Civil) 2023-06-06T08:24:22Z 2023-06-06T08:24:22Z 2023 Final Year Project (FYP) Ei Thandar Aung (2023). Effect of tailwater depth and apron length on scour downstream of a weir. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/168079 https://hdl.handle.net/10356/168079 en application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering
spellingShingle Engineering::Civil engineering
Ei Thandar Aung
Effect of tailwater depth and apron length on scour downstream of a weir
description The study is carried out to research on the scouring downstream of an overflowing weir. The scouring is caused by the movement of sediments due to the impinging jet. The focus of the study is the equilibrium maximum scour depth as the depth of scouring could undermine the stability of hydraulic structures. To investigate the flow variables that affect the equilibrium scour condition, literature on the key concepts and previous studies investigating scouring phenomenon was reviewed. This is followed by running 25 experiments on a flume with the dimensions of 8.0m by 0.3m by 0.6m. The experiments were done in the laboratory and included a filming set-up to record the run across the full duration. Since the process of scouring was filmed, the relationship between scour depth and time was briefly discussed using the scour depth data from the video. The experiments were designed to investigate the effect of varying tail water depths and apron lengths on scouring across different flowrates, with all other variables kept the same. The results of the experiments reveal that the equilibrium scour condition is based on those three variables. The scour profiles of suitable runs are examined to compare between variations made in the flow conditions. It was found that the following flow conditions result in an increase in equilibrium maximum scour depth: increase in flowrate, decrease in tailwater depth and decrease in apron length. For runs without apron, an equation was established to predict the equilibrium maximum scour depth given the flow conditions. The prediction from the equation has an error range of ±30% , which is considered sufficiently reliable for future usage. For runs with apron, the correlation between apron length and scour depth was explored. The investigation established that the apron installed must be of a minimum length such that the apron can act as protection for the erodible bed. Below the minimum length, the impinging jet strikes the erodible bed instead of the apron, making the apron redundant. Additionally, the scour depth is lowered by 90% when the ratio of apron length to weir height tends to 3.5.
author2 Lim Siow Yong
author_facet Lim Siow Yong
Ei Thandar Aung
format Final Year Project
author Ei Thandar Aung
author_sort Ei Thandar Aung
title Effect of tailwater depth and apron length on scour downstream of a weir
title_short Effect of tailwater depth and apron length on scour downstream of a weir
title_full Effect of tailwater depth and apron length on scour downstream of a weir
title_fullStr Effect of tailwater depth and apron length on scour downstream of a weir
title_full_unstemmed Effect of tailwater depth and apron length on scour downstream of a weir
title_sort effect of tailwater depth and apron length on scour downstream of a weir
publisher Nanyang Technological University
publishDate 2023
url https://hdl.handle.net/10356/168079
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