Kj. Halford et Gc. Mayer, Problems associated with estimating ground water discharge and recharge from stream-discharge records, GROUND WATE, 38(3), 2000, pp. 331-342
Ground water discharge and recharge frequently have been estimated with hyd
rograph-separation techniques, but the critical assumptions of the techniqu
es have not been investigated. The critical assumptions are that the hydrau
lic characteristics of the contributing aquifer (recession index) can be es
timated from stream-discharge records; that periods of exclusively ground w
ater discharge can be reliably identified; and that stream-discharge peaks
approximate the magnitude and timing of recharge events. The first assumpti
on was tested by estimating the recession index from stream-discharge hydro
graphs, ground water hydrographs, and hydraulic diffusivity estimates from
aquifer tests in basins throughout the eastern United States and Montana. T
he recession index frequently could not be estimated reliably from stream-d
ischarge records alone because many of the estimates of the recession index
were greater than 1000 days. The ratio of stream discharge during baseflow
periods was two to 36 times greater than the maximum expected range of gro
und water discharge at 12 of the 13 field sites, The identification of the
ground water component of stream-discharge records was ambiguous because dr
ainage from bank-storage, wetlands, surface water bodies, soils, and snowpa
cks frequently exceeded ground mater discharge and also decreased exponenti
ally during recession periods. The timing and magnitude of recharge events
could not be ascertained from stream-discharge records at any of the sites
investigated because recharge events were not directly correlated with stre
am peaks. When used alone, the recession-curve-displacement method and othe
r hydrograph-separation techniques are poor tools for estimating ground wat
er discharge or recharge because the major assumptions of the methods are c
ommonly and grossly violated. Multiple, alternative methods of estimating g
round water discharge and recharge should be used because of the uncertaint
y associated with any one technique.