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Algorithm for Transient Sediment Deposition and Resuspension in a One-Dimensional Zone Between an Outfall and a Receiving Water

dc.contributor.advisorJames, W.en_US
dc.contributor.authorElzawahry, Eldin Alaaen_US
dc.contributor.departmentCivil Engineeringen_US
dc.date.accessioned2014-06-18T16:36:03Z
dc.date.available2014-06-18T16:36:03Z
dc.date.created2009-07-22en_US
dc.date.issued1981-03en_US
dc.description.abstract<p>A mathematical model to predict the bed sediment and suspended sediment load as a function of time and distance along a one-dimensional quasi-steady receiving area is described. The model called TOTSED, uses the modified. Einstein approach for bed load calculations and the Einstein approach for suspended load calculations. The plug flow reactor is used for the inflow load (sediment pollutograph) calculations.</p> <p>The model was verified and calibrated using data obtained from a sampling program carried out in Chedoke Creek outfall channel in Coote's Paradise in Hamilton during summer 1980. Similar computations were carried out using the HEC-6 program. TOTSED predictions compare favourably with both HEC-6 and the observed data. TOTSED has been modified to be a new block of the SWWM program.</p>en_US
dc.description.degreeMaster of Engineering (ME)en_US
dc.identifier.otheropendissertations/187en_US
dc.identifier.other1427en_US
dc.identifier.other907670en_US
dc.identifier.urihttp://hdl.handle.net/11375/6562
dc.subjectCivil Engineeringen_US
dc.subjectCivil Engineeringen_US
dc.titleAlgorithm for Transient Sediment Deposition and Resuspension in a One-Dimensional Zone Between an Outfall and a Receiving Wateren_US
dc.typethesisen_US

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