Research Article
May 1978

River Transport Modeling for Unsteady Flows

Publication: Journal of the Hydraulics Division
Volume 104, Issue 5

Abstract

Coupled flow-mass transport models are applied to a 17-mile (27.8-km) reach of the Chattahoochee River between Buford and Norcross, Ga. Discharge variations from 550 cfs to 8,000 cfs (15 m³/s to 100 m³/s) in less than 20 min are analyzed. Accompanying stage variations are as much as 7 ft (2 m). Two data sets with 5-min time resolution are used to calibrate and verify the flow model. A longitudinal depth profile at steady low flow is also used in the calibration. Data from a 3-day continuous-injection dye study are used to verify the mass-transport model. The study demonstrates the feasibility of coupled models under highly unsteady flow conditions. The dye study demonstrates the unusual nature of conservative mass transport in unsteady flow. Both the flow and mass-transport models produce answers approaching the accuracy of the data. These are estimated as ±20 min in time, ±15%-20% for discharge, and ±0.5-ft (0.1-m ) for stage.

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Published In

Journal of the Hydraulics Division
Volume 104Issue 5May 1978
Pages: 635 - 647

History

Published in print: May 1978
Published online: Feb 3, 2021

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Thomas N. Keefer, AM.ASCE
Sr. Water Resource Engr., SUTRON, Inc., Arlington, Va., USA
Harvey E. Jobson, M.ASCE
Hydro., U.S. Geological Survey, NSTL Station, Miss., USA

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