Modeling Total Suspended Solids in Combined Sewer Systems

The untreated overflow of combined sewer system contains a variety of pollutants that can contaminate the receiving water body. Total suspended solids (TSS) transported in the sewer networks can adsorb these pollutants and become the main contaminant source. Existing models contain a numerous formul...

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Main Author: Zhang, Weilan
Format: Others
Published: OpenSIUC 2012
Subjects:
Online Access:https://opensiuc.lib.siu.edu/theses/803
https://opensiuc.lib.siu.edu/cgi/viewcontent.cgi?article=1811&context=theses
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spelling ndltd-siu.edu-oai-opensiuc.lib.siu.edu-theses-18112018-12-20T04:39:50Z Modeling Total Suspended Solids in Combined Sewer Systems Zhang, Weilan The untreated overflow of combined sewer system contains a variety of pollutants that can contaminate the receiving water body. Total suspended solids (TSS) transported in the sewer networks can adsorb these pollutants and become the main contaminant source. Existing models contain a numerous formulas that make the calculation process complex and time consuming. A simplified model was presented in this thesis to simulate the process of TSS transport in combined sewer pipes. The combined sewer system evaluated was a combination of an existing sewer system in Le Marais and an example system provided with the Storm Water Management Model (SWMM). SWMM was used in this research to simulate the rainfall event, pollutant build-up and wash-off process, and to provide hydraulic calculations for the combined sewer system. A spreadsheet model was created to calculate the TSS concentration profile and flow velocity profile. The total TSS transport rate was computed using a numerical estimation of the integral of the concentration in the cross-section area multiplied by the velocity. The flow depth, velocity, and Froude number of each pipe was calculated to show that the combined sewer system was under proper working conditions. The first flush phenomenon was observed by plotting the TSS concentration pollutograph of the combined sewer system. From the TSS transport pollutograph, the maximum transport rate was found (0.2609 kg/s at 6:45). The study of TSS profile showed that the concentration distribution was based on the solid density. The TSS particle also affected the transport rate. A sensitivity analysis of particle size was conducted in this thesis. A second order polynomial was used to describe the relationship between median particle size d50¬ ¬and TSS transport rate. 2012-05-01T07:00:00Z text application/pdf https://opensiuc.lib.siu.edu/theses/803 https://opensiuc.lib.siu.edu/cgi/viewcontent.cgi?article=1811&context=theses Theses OpenSIUC Combined sewer system Total suspended solids Transport model Transport rate
collection NDLTD
format Others
sources NDLTD
topic Combined sewer system
Total suspended solids
Transport model
Transport rate
spellingShingle Combined sewer system
Total suspended solids
Transport model
Transport rate
Zhang, Weilan
Modeling Total Suspended Solids in Combined Sewer Systems
description The untreated overflow of combined sewer system contains a variety of pollutants that can contaminate the receiving water body. Total suspended solids (TSS) transported in the sewer networks can adsorb these pollutants and become the main contaminant source. Existing models contain a numerous formulas that make the calculation process complex and time consuming. A simplified model was presented in this thesis to simulate the process of TSS transport in combined sewer pipes. The combined sewer system evaluated was a combination of an existing sewer system in Le Marais and an example system provided with the Storm Water Management Model (SWMM). SWMM was used in this research to simulate the rainfall event, pollutant build-up and wash-off process, and to provide hydraulic calculations for the combined sewer system. A spreadsheet model was created to calculate the TSS concentration profile and flow velocity profile. The total TSS transport rate was computed using a numerical estimation of the integral of the concentration in the cross-section area multiplied by the velocity. The flow depth, velocity, and Froude number of each pipe was calculated to show that the combined sewer system was under proper working conditions. The first flush phenomenon was observed by plotting the TSS concentration pollutograph of the combined sewer system. From the TSS transport pollutograph, the maximum transport rate was found (0.2609 kg/s at 6:45). The study of TSS profile showed that the concentration distribution was based on the solid density. The TSS particle also affected the transport rate. A sensitivity analysis of particle size was conducted in this thesis. A second order polynomial was used to describe the relationship between median particle size d50¬ ¬and TSS transport rate.
author Zhang, Weilan
author_facet Zhang, Weilan
author_sort Zhang, Weilan
title Modeling Total Suspended Solids in Combined Sewer Systems
title_short Modeling Total Suspended Solids in Combined Sewer Systems
title_full Modeling Total Suspended Solids in Combined Sewer Systems
title_fullStr Modeling Total Suspended Solids in Combined Sewer Systems
title_full_unstemmed Modeling Total Suspended Solids in Combined Sewer Systems
title_sort modeling total suspended solids in combined sewer systems
publisher OpenSIUC
publishDate 2012
url https://opensiuc.lib.siu.edu/theses/803
https://opensiuc.lib.siu.edu/cgi/viewcontent.cgi?article=1811&context=theses
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