Flow model of Saginaw River near Saginaw, Michigan

David J. Holtschlag

doi:10.3133/ofr811061

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Flow model of Saginaw River near Saginaw, Michigan

David J. Holtschlag

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Abstract

An unsteady-flow simulation model was applied to a 19.5-mile reach of Saginaw River. The model provides a method of determining instantaneous discharge for flows from -8,000 to 12,000 cubic feet per second. The currently used slope-rating method can be utilized to compute discharge only under steady and high-flow conditions. Unsteady flow frequently occurs in the Saginaw River as a result of lake seiching. Model computations are based on solution of the continuity and momentum flow equations, on hydraulic characteristics of Saginaw River, and on time-dependent boundary conditions. An implicit, finite-difference technique is used to solve the one-dimensional flow equations. Channel storage and conveyance characteristics were obtained from data collected during a 1979 field survey and through model calibration. Boundary conditions are specified by stage or discharge data at the model extremities. Optionally, wind velocity data are incorporated in the flow simulations. The model can simulate instantaneous stage and discharge data and summarize or plot the data. Simulations of low-flows are sensitive to small errors in stage data and to gentle breezes. Simulation of high flows for present channel conditions requires additional data and further study.

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Source-reported bounding extent: 43.29320031385282° to 43.79092385423618° latitude; -84.40521240234375° to -83.69384765625° longitude. This indicates report coverage, not an exact sampling location. View area on OpenStreetMap.

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David J. Holtschlag. 1981. Flow model of Saginaw River near Saginaw, Michigan. https://doi.org/10.3133/ofr811061

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