Runoff quality modelling for urban catchments

Land use studies were conducted for both Kranji and Marina catchments. SWMM was then used to simulate the quantity and quality of urban storm water runoff from KC02 catchment in Kranji. Modelling works for the Marina catchment but would not be carried out due to lack of data. A total of 12 storm eve...

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Main Author: Du, Wei Bing.
Other Authors: Chua Hock Chye Lloyd
Format: Final Year Project
Language:English
Published: 2010
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Online Access:http://hdl.handle.net/10356/38555
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-385552023-03-03T17:14:21Z Runoff quality modelling for urban catchments Du, Wei Bing. Chua Hock Chye Lloyd School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Water resources Land use studies were conducted for both Kranji and Marina catchments. SWMM was then used to simulate the quantity and quality of urban storm water runoff from KC02 catchment in Kranji. Modelling works for the Marina catchment but would not be carried out due to lack of data. A total of 12 storm events were used to calibrate and verify the model for KC02. A total of 8 water quality parameters: total suspended solids (TSS), total nitrogen (TN), total phosphorus (TP), ammonium (NH4), total organic carbon (TOC), ammonia + ammonium (NO2+NO3), ortho-phosphate (OP) and silica dioxide (SiO2) were modelled. The event mean concentration (EMC) and rating curve (RC) methods were used to simulate the water quality parameters and an initial analysis of the exponential build up and washoff functions were performed. EMC produced a higher median load of up to 50% from the measured load for all parameters with the exception of TP and SiO2. The reason that the water quality parameters has been over estimated is due to the higher flow simulated from the verification process which affects the total load. TP and SiO2 has a median of 14% to 17% which indicates that the EMC method is reasonably accurate to model for these parameters. RC analysis parameters have also been over estimated in the range of 30% to 60% with the exception for TP with a median of 8%. TP and %. SiO2 has a smaller spread of simulated results. Bachelor of Engineering (Environmental Engineering) 2010-05-11T06:56:37Z 2010-05-11T06:56:37Z 2010 2010 Final Year Project (FYP) http://hdl.handle.net/10356/38555 en Nanyang Technological University 59 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::Civil engineering::Water resources
spellingShingle DRNTU::Engineering::Civil engineering::Water resources
Du, Wei Bing.
Runoff quality modelling for urban catchments
description Land use studies were conducted for both Kranji and Marina catchments. SWMM was then used to simulate the quantity and quality of urban storm water runoff from KC02 catchment in Kranji. Modelling works for the Marina catchment but would not be carried out due to lack of data. A total of 12 storm events were used to calibrate and verify the model for KC02. A total of 8 water quality parameters: total suspended solids (TSS), total nitrogen (TN), total phosphorus (TP), ammonium (NH4), total organic carbon (TOC), ammonia + ammonium (NO2+NO3), ortho-phosphate (OP) and silica dioxide (SiO2) were modelled. The event mean concentration (EMC) and rating curve (RC) methods were used to simulate the water quality parameters and an initial analysis of the exponential build up and washoff functions were performed. EMC produced a higher median load of up to 50% from the measured load for all parameters with the exception of TP and SiO2. The reason that the water quality parameters has been over estimated is due to the higher flow simulated from the verification process which affects the total load. TP and SiO2 has a median of 14% to 17% which indicates that the EMC method is reasonably accurate to model for these parameters. RC analysis parameters have also been over estimated in the range of 30% to 60% with the exception for TP with a median of 8%. TP and %. SiO2 has a smaller spread of simulated results.
author2 Chua Hock Chye Lloyd
author_facet Chua Hock Chye Lloyd
Du, Wei Bing.
format Final Year Project
author Du, Wei Bing.
author_sort Du, Wei Bing.
title Runoff quality modelling for urban catchments
title_short Runoff quality modelling for urban catchments
title_full Runoff quality modelling for urban catchments
title_fullStr Runoff quality modelling for urban catchments
title_full_unstemmed Runoff quality modelling for urban catchments
title_sort runoff quality modelling for urban catchments
publishDate 2010
url http://hdl.handle.net/10356/38555
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