Water Quality Operation with a Blending Reservoir and Variable Sources

Author:

Campbell J. Elliott1,Briggs David A.2,Denton Richard A.3,Gartrell Gregory4

Affiliation:

1. Environmental Engineer, Kinnetic Laboratories, Inc., 307 Washington St., Santa Cruz, CA 95060.

2. Principal Engineer, Contra Costa Water District, P.O. Box H2O, Concord, CA 94524.

3. Water Resources Manager, Contra Costa Water District, P.O. Box H2O, Concord, CA 94524.

4. Assistant General Manager, Contra Costa Water District, P.O. Box H2O, Concord, CA 94524.

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

Reference13 articles.

1. California State Water Resources Control Board. (1995). “1995 Bay-Delta water quality control plan.”

2. Designing Instream Flows to Satisfy Fish and Human Water Needs

3. Denton R. A. Gartrell G. and Nelson A. W. (1993). “Modeling the operation of a water quality reservoir and its effect on the Sacramento–San Joaquin Delta.” Hydraulic Engineering 93 Proc. ASCE 1993 National Conf. on Hydraulic Engineering Vol. 1 New York 623–628.

4. Department of Water Resources. (1990). “Management of the California State Water Project.” Bull. 132–90 .

5. Fischer H. B. (1970). “A method for predicting pollutant transport in tidal waters.” Water Resources Center Contribution No. 132 Hydraulic Engineering Laboratory College of Engineering Univ. of California Berkeley Calif.

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