Title:
Measuring and Modeling Suspended Sediment Yields in Urbanizing Georgia Piedmont Watersheds

dc.contributor.author Sholtes, J. S. en_US
dc.contributor.author Visone, L. en_US
dc.contributor.author Lewallen, E. A. en_US
dc.contributor.author Hawks, Laurie J. en_US
dc.contributor.corporatename Brown and Caldwell en_US
dc.contributor.editor Carroll, G. Denise en_US
dc.date.accessioned 2013-02-22T20:26:26Z
dc.date.available 2013-02-22T20:26:26Z
dc.date.issued 2011-04
dc.description Proceedings of the 2011 Georgia Water Resources Conference, April 11, 12, and 13, 2011, Athens, Georgia. en_US
dc.description.abstract This paper presents a comparison of U.S. Geological Survey stream monitoring station measurements of total suspended solids (TSS) yield and stream bank erosion monitoring data with a suspended solids model developed by Brown and Caldwell and used by the Gwinnett County, Georgia Department of Water Resources (DWR) to inform its watershed improvement efforts. A comparison between modeled and average measured TSS yield results at each gauging station indicates that a reasonable match exists over the majority of compared watersheds. When removing two stations with less than five years of data (coinciding with a drought of record) and two outlier stations, the average absolute percent difference between modeled and measured results is 20.1%, which is within the sampling error associated with TSS measurements. In general, the model tends to over predict TSS yield. It assumes a streambank TSS loading rate of 12 lbs/ft2/yr per unit area of exposed bank as quantified in the field. Six years of measured streambank erosion rates has documented an average annual production of 7.1 lbs/ft2/yr. The average measured TSS yields at two stations were substantially less than the modeled values. It is thought that other factors are influencing TSS export such as the age of build out conditions. A discussion is presented addressing the potential reasons for the divergence between modeled and measured results as well as the potential for model calibration. en_US
dc.description.sponsorship Sponsored by: Georgia Environmental Protection Division U.S. Geological Survey, Georgia Water Science Center U.S. Department of Agriculture, Natural Resources Conservation Service Georgia Institute of Technology, Georgia Water Resources Institute The University of Georgia, Water Resources Faculty en_US
dc.description.statementofresponsibility This book was published by Warnell School of Forestry and Natural Resources, The University of Georgia, Athens, Georgia 30602-2152. The views and statements advanced in this publication are solely those of the authors and do not represent official views or policies of The University of Georgia, the U.S. Geological Survey, the Georgia Water Research Institute as authorized by the Water Research Institutes Authorization Act of 1990 (P.L. 101-307) or the other conference sponsors. en_US
dc.identifier.isbn 0-9794100-24
dc.identifier.uri http://hdl.handle.net/1853/46231
dc.language.iso en_US en_US
dc.publisher Georgia Institute of Technology en_US
dc.publisher.original Warnell School of Forestry and Natural Resources, The University of Georgia en_US
dc.relation.ispartofseries GWRI2011. Environmental Protection en_US
dc.subject Water resources management en_US
dc.subject Stream monitoring station measurements en_US
dc.subject Total suspended solids en_US
dc.subject Mathematical models en_US
dc.title Measuring and Modeling Suspended Sediment Yields in Urbanizing Georgia Piedmont Watersheds en_US
dc.type Text
dc.type.genre Proceedings
dspace.entity.type Publication
local.contributor.corporatename Georgia Water Resources Institute
local.contributor.corporatename School of Civil and Environmental Engineering
local.contributor.corporatename College of Engineering
local.relation.ispartofseries Georgia Water Resources Conference
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relation.isOrgUnitOfPublication 88639fad-d3ae-4867-9e7a-7c9e6d2ecc7c
relation.isOrgUnitOfPublication 7c022d60-21d5-497c-b552-95e489a06569
relation.isSeriesOfPublication e0bfffc9-c85a-4095-b626-c25ee130a2f3
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