Study on Sedimentation and Overspills from Dredging Operation using Numerical Model

Trailing Suction Hopper Dredger (TSHD) is commonly used to dredge soft bed material. Problem .arises when the fme sediment which has low settling ability is often released along the overflow of TSHD as suspended sediment. This contributes to high turbidity which could continue over a time span. T...

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Main Author: Sharini, Noor Azima
Format: Final Year Project
Language:English
Published: Universiti Teknologi Petronas 2011
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Online Access:http://utpedia.utp.edu.my/8728/1/2011%20-%20Study%20Sedimentation%20and%20Overspills%20from%20Dredging%20Operation%20using%20Numerical%20Model.pdf
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spelling my-utp-utpedia.87282017-01-25T09:42:41Z http://utpedia.utp.edu.my/8728/ Study on Sedimentation and Overspills from Dredging Operation using Numerical Model Sharini, Noor Azima TA Engineering (General). Civil engineering (General) Trailing Suction Hopper Dredger (TSHD) is commonly used to dredge soft bed material. Problem .arises when the fme sediment which has low settling ability is often released along the overflow of TSHD as suspended sediment. This contributes to high turbidity which could continue over a time span. The objective of this study is to measure the overspill's volume from hopper and to establish relations between inflow discharge (Qi), hopper area (AI=50 m x 15m, Az=25 m x 15m and A3=12.5 m x 15 m), settling velocity of sediment (i) v,=0.0004 m/s (ii) v,=0.0001 m/s (iii) v,=0.000027 m/s, sediment concentration (i) Ci=IO kglm3 (ii) Ci=S kg/m3 (iii) Ci=3 kg/m3 (iv) C1=1 kg/m3 , and overspills (OV0 ). The scope of study will cover modelling of sedimentation of fine sediment in Trailing Suction Hopper Dredger (TSHD) using MIKE 21 Hydrodynamic (HD) and Mud Transport (MT) software. The constant overspills is acquired through line discharge function and from there the trapping efficiency is calculated. All values are plotted in Graph Trapping Efficiency versus A/Qi. The result shows a function of trapping efficiency D A/Qi, where the trapping efficiency will increase if inflow is decreased (inversely proportional) and efficiency will increase if hopper area is increase (directly proportional). The inflow concentration does not affect the trapping efficiency. However, low inflow concentration and low inflow discharge will lengthen the dredging loading time which is uneconomical and unproductive. The study provides good estimates on trapping efficiency for a hopper. The higher the trapping efficiency the lesser the overspills and there will be less negative impact towards the environment Universiti Teknologi Petronas 2011-01 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/8728/1/2011%20-%20Study%20Sedimentation%20and%20Overspills%20from%20Dredging%20Operation%20using%20Numerical%20Model.pdf Sharini, Noor Azima (2011) Study on Sedimentation and Overspills from Dredging Operation using Numerical Model. Universiti Teknologi Petronas. (Unpublished)
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Sharini, Noor Azima
Study on Sedimentation and Overspills from Dredging Operation using Numerical Model
description Trailing Suction Hopper Dredger (TSHD) is commonly used to dredge soft bed material. Problem .arises when the fme sediment which has low settling ability is often released along the overflow of TSHD as suspended sediment. This contributes to high turbidity which could continue over a time span. The objective of this study is to measure the overspill's volume from hopper and to establish relations between inflow discharge (Qi), hopper area (AI=50 m x 15m, Az=25 m x 15m and A3=12.5 m x 15 m), settling velocity of sediment (i) v,=0.0004 m/s (ii) v,=0.0001 m/s (iii) v,=0.000027 m/s, sediment concentration (i) Ci=IO kglm3 (ii) Ci=S kg/m3 (iii) Ci=3 kg/m3 (iv) C1=1 kg/m3 , and overspills (OV0 ). The scope of study will cover modelling of sedimentation of fine sediment in Trailing Suction Hopper Dredger (TSHD) using MIKE 21 Hydrodynamic (HD) and Mud Transport (MT) software. The constant overspills is acquired through line discharge function and from there the trapping efficiency is calculated. All values are plotted in Graph Trapping Efficiency versus A/Qi. The result shows a function of trapping efficiency D A/Qi, where the trapping efficiency will increase if inflow is decreased (inversely proportional) and efficiency will increase if hopper area is increase (directly proportional). The inflow concentration does not affect the trapping efficiency. However, low inflow concentration and low inflow discharge will lengthen the dredging loading time which is uneconomical and unproductive. The study provides good estimates on trapping efficiency for a hopper. The higher the trapping efficiency the lesser the overspills and there will be less negative impact towards the environment
format Final Year Project
author Sharini, Noor Azima
author_facet Sharini, Noor Azima
author_sort Sharini, Noor Azima
title Study on Sedimentation and Overspills from Dredging Operation using Numerical Model
title_short Study on Sedimentation and Overspills from Dredging Operation using Numerical Model
title_full Study on Sedimentation and Overspills from Dredging Operation using Numerical Model
title_fullStr Study on Sedimentation and Overspills from Dredging Operation using Numerical Model
title_full_unstemmed Study on Sedimentation and Overspills from Dredging Operation using Numerical Model
title_sort study on sedimentation and overspills from dredging operation using numerical model
publisher Universiti Teknologi Petronas
publishDate 2011
url http://utpedia.utp.edu.my/8728/1/2011%20-%20Study%20Sedimentation%20and%20Overspills%20from%20Dredging%20Operation%20using%20Numerical%20Model.pdf
http://utpedia.utp.edu.my/8728/
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score 13.214268