Modification of Canal Flow due to Stream-Aquifer Interaction
Author:
Affiliation:
1. Member, ASCE
2. Lead Civ. Engr., South Florida Water Mgmt. Dist., 3301 Gun Club Rd., West Palm Beach, FL 33406.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282001%29127%3A7%28567%29
Reference26 articles.
1. “Theoretical aspects of seepage from open channels.”;Bouwer H.;J. Hydr. Div.,1965
2. Chin D. ( 1990). “A method to estimate canal leakage into the Biscayne Aquifer Dade County Florida.” Water Resour. Investigations Rep. No. 90-4135 U.S. Geological Survey Tallahassee Fla.
3. Leakage of Clogged Channels that Partially Penetrate Surficial Aquifers
4. Dillon P. J. and Liggett J. A. ( 1983). “An ephemeral stream-aquifer interaction model.” Water Resour. Res. 19(3) 621–626.
5. Fish J. E. and Stewart M. ( 1991). “Hydrogeology of the surficial aquifer system Dade County Florida.” USGS Water Resour. Investigation Rep. 90-4108 Tallahassee Fla. 16–26.
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