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RECHARGE ESTIMATES USING A GEOMORPHIC/DISTRIBUTED‐PARAMETER SIMULATION APPROACH, AMARGOSA RWER BASIN 1
Author(s) -
Osterkamp W. R.,
Lane L. J.,
Savard C. S.
Publication year - 1994
Publication title -
jawra journal of the american water resources association
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.957
H-Index - 105
eISSN - 1752-1688
pISSN - 1093-474X
DOI - 10.1111/j.1752-1688.1994.tb03308.x
Subject(s) - groundwater recharge , hydrology (agriculture) , evapotranspiration , streamflow , water balance , surface runoff , drainage basin , geology , precipitation , environmental science , depression focused recharge , groundwater , aquifer , geography , meteorology , ecology , geotechnical engineering , cartography , biology
Average‐annual volumes of runoff, evapotranspiration, channel loss, upland (interchannel) recharge, and total recharge were estimated for watersheds of 53 channel sites in the Amargosa River basin above Shoshone, California. Estimates were based on a water‐balance approach combining field techniques for determining streamflow with distributed‐parameter simulation models to calculate transmission losses of ephemeral streamflow and upland recharge resulting from high‐magnitude, low‐frequency precipitation events. Application of the water‐balance models to the Amargosa River basin, Nevada and California, including part of the Nevada Test Site, suggests that about 20.5 million cubic meters of water recharges the ground‐water reservoir above Shoshone annually. About 1.6 percent of precipitation becomes recharge basinwide. About 90 percent of the recharge is by transmission loss in channels, and the remainder occurs when infrequent storms yield sufficient precipitation that soil water percolates beyond the rooting zone and reaches the zone of saturation from interchannel areas. Highest rates of recharge are in headwaters of the Amargosa River and Fortymile Wash; the least recharge occurs in areas of relatively low precipitation in the lowermost Amargosa River watershed.