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
By: by Delbert D. Franz and Charles S. Melching ; prepared in cooperation with the Du Page County Department of Environmental Concerns and Illinois Department of Natural Resources, Office of Water Resources
Contributors: Melching, Charles S; Du Page County (Ill.). Dept. of Environmental Concerns; Illinois. Office of Water Resources; Geological Survey (U.S.)
Series: Water-resources investigations report -- 96-4240
Publisher: U.S. Dept. of the Interior, U.S. Geological Survey; Branch of Information Services [distributor]
Published: 1997
Place of publication: Mountain View, Calif; Denver, CO
Language: eng
Number of pages: 258
Subjects: Streamflow -- Computer simulation; Channels (Hydraulic engineering) -- Computer simulation; River channels -- Computer simulation
Notes: Shipping list no.: 97-0345-P

Includes bibliographical references (p. 206-207)