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Determination of Specific Yield for the Biscayne Aquifer with a Canal‐Drawdown Test
Author(s) -
Bolster Carl H.,
Genereux David P.,
Saiers James E.
Publication year - 2001
Publication title -
groundwater
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.84
H-Index - 94
eISSN - 1745-6584
pISSN - 0017-467X
DOI - 10.1111/j.1745-6584.2001.tb02368.x
Subject(s) - aquifer , piezometer , drawdown (hydrology) , modflow , hydrogeology , hydraulic conductivity , geology , hydraulic head , aquifer test , groundwater , yield (engineering) , groundwater flow , hydrology (agriculture) , soil science , geotechnical engineering , groundwater recharge , soil water , materials science , metallurgy
Data from a large‐scale canal‐drawdown test were used to estimate the specific yield (s) of the Biscayne Aquifer, an uncon‐fined limestone aquifer in southeast Florida. The drawdown test involved dropping the water level in a canal by about 30 cm and monitoring the response of hydraulic head in the surrounding aquifer. Specific yield was determined by analyzing data from the unsteady portion of the drawdown test using an analytical stream‐aquifer interaction model (Zlotnik and Huang 1999). Specific yield values computed from drawdown at individual piezometers ranged from 0.050 to 0.57, most likely indicating heterogeneity of specific yield within the aquifer (small‐scale variation in hydraulic conductivity may also have contributed to the differences in s y among piezometers). A value of 0.15 (our best estimate) was computed based on all drawdown data from all piezometers. We incorporated our best estimate of specific yield into a large‐scale two‐dimensional numerical MODFLOW‐based ground water flow model and made predictions of head during a 183–day period at four wells located 337 to 2546 m from the canal. We found good agreement between observed and predicted heads, indicating our estimate of specific yield is representative of the large portion of the Biscayne Aquifer studied here. This work represents a practical and novel approach to the determination of a key hydrogeological parameter (the storage parameter needed for simulation and calculation of transient unconfined ground water flow), at a large spatial scale (a common scale for water resource modeling), for a highly transmissive limestone aquifer (in which execution of a traditional pump test would be impractical and would likely yield ambiguous results). Accurate estimates of specific yield and other hydrogeological parameters are critical for management of water supply, Everglades environmental restoration, flood control, and other issues related to the ground water hydrology of the Biscayne Aquifer.