General Characteristics of Solutions to the Open-Channel Flow, Feedforward Control Problem

Author:

Bautista E.1,Strelkoff T. S.2,Clemmens A. J.3

Affiliation:

1. USDA-ARS U.S. Water Conservation Laboratory, 4331 E. Broadway Rd., Phoenix, AZ 85040.

2. Research Hydraulic Engineer, USDA-ARS U.S. Water Conservation Laboratory, 4331 E. Broadway Rd., Phoenix, AZ 85040.

3. Director, USDA-ARS U.S. Water Conservation Laboratory, 4331 E. Broadway Rd., Phoenix, AZ 85040.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Reference12 articles.

1. Bautista E. and Clemmens A. J. (1999). “Computerized anticipatory control of irrigation delivery systems.” Proc. Workshop on Modernization of Irrigation Water Delivery Systems U.S. Committee on Irrigation and Drainage (USCID) Scottsdale Ariz. 359–373.

2. Bautista E. Clemmens A. J. and Strelkoff T. S. (1996). “Characterization of canal operations under ideal anticipatory control.” Proc. North American Water and Environment Congress and Destructive Water ASCE Reston VA 1 887–1 892.

3. Comparison of Numerical Procedures for Gate Stroking

4. Chevereau G. (1991). “Contribution a L’Etude de la Regulation dans les Systemes Hydrauliques a Surface Libre.” Doctoral thesis Institut National Polytechnique de Grenoble Grenoble France (in French).

5. Cunge J. A. Holly F. M. and Verwey A. (1980). Practical aspects of computational river hydraulics Pittman London.

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