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2008 Speakers

HYDROGEOLOGIC CONDITIONS AND A FIRM-YIELD ASSESSMENT OF J. B. CONVERSE LAKE, MOBILE, AL 1991 – 2006
Carl S. Carlson

Concerns regarding the ability of Converse Lake to meet current and future water demands for the city of Mobile, Alabama during drought conditions have prompted this cooperative study between the Mobile Area Water and Sewer System and the U.S. Geological Survey.

The firm yield of Converse Lake was estimated using the Massachusetts Department of Environmental Protection’s firm-yield-estimator (FYE) model, which recently was refined by the U.S. Geological Survey. The model uses a mass-balance approach to determine the maximum average daily withdrawal rate that can be sustained during a period of record that includes a drought of record. If the reservoir is in contact with an aquifer, the FYE also includes routines that estimate the volume of ground-water and surface-water exchange between the aquifer and the reservoir.

The average daily firm yield for Converse Lake was estimated to be 63 million gallons per day (with an uncertainty range of 52 to 74 million gallons per day) using the FYE routine that does not include ground-water exchange between the reservoir and the adjacent aquifer. If water exchange occurs between the aquifer and the reservoir, an increase in the volume of water available to the reservoir may occur during a drought. Aquifer properties required by the FYE were estimated by model calibration to observed water levels that occurred during the drought of 2000. When ground-water exchange between the reservoir and adjacent aquifer is included, the average daily firm yield increased to 99 million gallons per day with an uncertainty range of 77 to 132 million gallons per day.

The average daily firm yield of 99 million gallons per day, based in part on calibrated values for aquifer transmissivity and storage, can be used only as a guideline until these aquifer properties can be defined better by field investigation in the Converse Lake watershed.