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Location and general features of the study area Approach and methods Acknowledgments GrGolo£?ic settin? » -»««»-« -«-»»» » «« units « « ««»« ---» -»«« li i ei*/\i*v _ _ . _._ _ _ _ _. . . I HO wwl jr «»«» » « « -« « . -. -Hydrologic setting Climate and precipitation Page HI i 9̂ 2 2 4 Source, occurrence, and movement of ground water 8 Basin-fill aquifer 11 ArGal Gxt&nt --« -«« « « « « «« 11 Thickness  11 xivdraulic oroofirtifis -»» ««»»««» «« w«» « 12 Hydraulic conductivity 12 Storage properties 16 Ground water in storage 16 Recharge from precipitation 18 Maxey-Eakin method 18 Chloride-balance method 18 Discharge by evapotranspiration 18 Ground-water development 19  H19 Simulation of ground-water flow Conceptualization of ground-water flow in basin-fill Digital computer model Boundary conditions Initial conditions Transmissivity jjea.ixa.ncG « «".»-«««» ---Storage coefficient Evapotranspiration of ground water Method of analysis of simulation results Results of simulation Predevelopment conditions Response to development Water-level declines Reductions in evapotranspiration Changes in inflow and outflow Ground-water budgets Sensitivity analysis Limitations of the model Simulated response to hypothetical development scenarios CtiTvi 111 Q 4*1 nn V*OQH 1 i~G   O11J.A Uld. VJ.UJJ. X CO til wO « «« »» . uiscussion ox res \iits ~~~»»» . ..  Summary and conclusions 19 20 26 26 26 27 27 27 33 33 33 35 35 35 35 41 41 42 44 45 46 47 49

Ground-water flow and simulated effects of development in Stagecoach Valley, a small, partly drained basin in Lyon and Storey counties, western Nevada