Cooper, Paula, and Chang, H. Sherrie, 1998, Applications of the FEQ Unsteady Flow Model in DuPage County and Beyond: American Society of Civil Engineers, Water Resources Planning and Management Division, Water Resouces and the Urban Environment, Chicago, p. 141-146.
Franz, D.D., 1982, Tabular representation of cross-sectional elements: Journal of the Hydraulics Division, American Society of Civil Engineers, v. 108, no. 10, p. 1070-1081.
Franz, D.D., and Melching, C.S., 1997, Full Equations (FEQ) model for the solution of the full, dynamic equations of motion for one-dimensional unsteady flow in open channels and through control structures: U.S. Geological Survey Water-Resources Investigations Report 96-4240, 258 p.
Franz, D.D., and Melching, C.S., 1997, Approximating the hydraulic
properties of open channels and control structures, during unsteady flow
using the Full Equations Utility (FEQUTL) program: U.S. Geological Survey
Water-Resources Investigations Report, 97-4037, 205 p.
Ishii, A.L., Charlton, T.J., Ortel, T.W., and Vonnahme, C.C.,
1998, Modeling system for near real-time flood simulation for Salt Creek
in Du Page County, Illinois: Subcommittee on Hydrology, Interagency
Advisory Committee on Water Data, Proceedings of the First Federal Interagency
Hydrologic Modeling Conference, Las Vegas, p. 8.51-8.58. Ishii, A.L., Charlton, T.J., Ortel, T.W., and Vonnahme, C.C., 1998,
Operational Modeling with Dynamic-Wave Routing: American Society of Civil
Engineers, Water Resources Planning and Management Division, Water Resources
and the Urban Environment, Chicago, p. 147-152. Ishii, A.L., Ortel, T.W., Over, T.M., Murphy, E.A., 2003,
Nexrad and rainfall-gage precipitation inputs for near real-time flood simulation of Salt Creek in
Du Page County, Illinois (abstract) in 2003 National Hydrologic Warning Council/Southwestern Association
of ALERT Systems Abstracts, Dallas, p. 43.
Ishii, A.L., and Wilder, J.E., 1993, Effect of boundary condition selection on unsteady-flow model calibration, in Proceedings of the XXV Congress of International Association for Hydraulic Research, Tokyo, p. 193-200.
Knapp, H.V., and Ortel, T.W., 1992, Effect of Stratton Dam operation on flood control along the Fox River and Fox Chain of Lakes: Illinois State Water Survey Contract Report 533, 79 p.
Lan, Y., Rogers, S. Sikora, J., Cooper, P., and Klepp, C., 1996, Unsteady flow hydraulic modeling for flood plain mapping along the West Branch Du Page River, Du Page County, Illinois: International Water Resources Association Rivertech96 Proceedings of the 1st International Converence on New/Emerging Concepts for Rivers, Chicago, p. 204-211.
Moore, W.P., 1996, Peaking operation study for the Markland Hydroelectric Project: International Water Resources Association Rivertech96 Proceedings of the 1st International Conference on New/Emerging Concepts for Rivers, Chicago, p. 246-253.
Turner, M.J., 1994, Data-collection methods and data summary for verification of a one-dimensional, unsteady-flow model of the Fox River in Illinois: U.S. Geological Survey Open-File Report 93-483, 40 p.
Turner, M.J., Pulokas, A.P., and Ishii, A.L., 1996, Implementation
and verification of a one-dimensional, unsteady-flow model for Spring Brook
near Warrenville, Illinois: U.S. Geological Survey Water-Supply Paper 2455,
35 p.
Vonnahme, C.C., Ortel, T.W., Ishii, A.L.,
and Charlton, A.J., 1999, Near Real-Time Flood-Simulation System for Salt Creek
in Du Page County, Illinois, (paper) in Planning Ahead: Flood-Loss Reduction for
the 21st Century, Association of State Floodplain Managers, Portland, Oregon, 6 p.
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