Water supply wells located at distance from surface streams may reduce stre
am flow by interception of groundwater. The wells do not cause drawdown bel
ow the stream channel, and consequently, do not induce leakage. Rather, the
wells withdraw groundwater that would otherwise discharge into the stream.
Modeling was conducted to evaluate concepts of stream depletion by groundw
ater interception. A hypothetical basin model was constructed with dimensio
ns and parameters resembling western basins. Three aquifer scenarios were m
odeled: isotropic, anisotropic and leaky. Simulations were conducted for 20
to 30 year time periods. Infiltration recharge was applied seasonally. Pum
ping wells were located at 1,400 ft, 5,000 ft, and 10,000 ft from a river b
oundary, and pumped seasonally and continuously at 300 gpm. Modeling result
s show stream depletion occurred in all simulations. After a lag time to re
ach a steady condition, the average rate of stream depletion became equal t
o the time-average pumping rate in the well. Resistance to flow created a d
ampening effect on stream depletion. With greater resistance to flow, oscil
lation in stream depletion due to seasonal pumping was reduced and the time
to a steady condition was increased. The resistance to flow increased with
distance from the stream and with lower hydraulic conductivity.