Linear Programming for Flood Control in the Iowa and Des Moines Rivers

Author:

Needham Jason T.12345,Watkins David W.12345,Lund Jay R.12345,Nanda S. K.12345

Affiliation:

1. Associate Members, ASCE

2. Fellow, ASCE

3. Assoc. Engr., David Ford Consulting Engineers, Sacramento, CA; formerly, Intern, Hydrologic Engrg. Ctr., Davis, CA 95616. E-mail: needham@ford-consulting.com

4. Asst. Prof., Dept. of Civ. and Envir. Engrg., Michigan Technol. Univ., Houghton, Mich. 49931; formerly, Hydr. Engr., Hydrologic Engrg. Ctr., Davis, CA. E-mail: dwatkins@mtu.edu

5. Prof., Dept. of Civ. and Envir. Engrg., Univ. of California at Davis, Davis, CA. E-mail: jrlund@ucdavis.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Reference23 articles.

1. Ford D. T. ( 1978). “Optimization model for the evaluation of flood-control benefits of multipurpose multireservoir systems ” PhD dissertation University of Texas at Austin Austin Tex.

2. Glanville T. D. ( 1976). “Optimal operation of a flood control reservoir ” Master's thesis Iowa State University of Science and Technology Ames Iowa.

3. Labadie J. W. (1997). “Reservoir system optimization models.” Water Res. Update 108 83–110.

4. Operating Rule Optimization for Missouri River Reservoir System

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