GROUNDWATER OUTFLOW AND BASE FLOW - Hydrology: An Introduction - page 433

Laurenson, E. M. (1961). A study of hydrograph recession curves of an experimental catchment. J. Inst.
Engineers, Australia , 33 , 253-258.
Liggett, J. A. and Liu, P. L.-F. (1983). The Boundary Integral Equation Method for Porous Media Flow.
London: Allen and Unwin.
Linsley, R. K., Kohler, M. A. and Paulhus, J. L. H. (1958). Hydrology for Engineers . New York:
McGraw-Hill.
Maillet, Edmond (1905). Mecanique et physique du globe, essais d'hydraulique souterraine et fluviale .
Paris: Librairie Sci., A. Hermann.
Michel, C. (1999). Comment on “Basin-scale geohydrologic drought flow features of riparian aquifers
in the southern Great Plains” by W. Brutsaert and J. P. Lopez. Water Resour. Res. , 35 , 909-910.
Parlange, J.-Y. (1971). Theory of water movement in soils: 1. One-dimensional absorption. Soil Sci. ,
111 , 134-137.
Parlange, J.-Y. and Brutsaert, W. (1987). A correction to free surface groundwater formulations due to
capillarity. Water Resour. Res. , 23 , 805-808.
Pikul, M. F., Street, R. L. and Remson, I. (1974). A numerical model based on coupled
one-dimensional Richards and Boussinesq equations. Water Resour. Res. , 10 , 295-302.
Polubarinova-Kochina, P. Ya. (1952). Theory of Ground Water Movement (translated from the Russian
by J. M. R. DeWiest, 1962). Princeton: Princeton University Press.
Stagnitti, F., Li, L., Parlange, J.-Y., Brutsaert, W., Lockington, D. A., Steenhuis, T. S., Parlange, M. B.,
Barry, D. A. and Hogarth, W. L. (2004). Drying front in a sloping aquifer: Nonlinear effects.
Water Resour. Res. , 40 , W04601, doi: 10.1029/2003WR 002255, 2004.
Troch, P. A., DeTroch, F. P. and Brutsaert, W. (1993). Effective water table depth to describe initial
conditions prior to storm rainfall in humid regions. Water Resour. Res. , 29 , 427-434.
VandeGiesen, N. C., Parlange, J.-Y. and Steenhuis, T. S. (1994). Transient flow to open drains:
comparison of linearized solutions with and without the Dupuit assumption. Water Resour. Res. ,
30 , 3033-3039.
VanderPloeg, R. R., Kirkham, M. B. and Marquardt, M. (1999). The Colding equation for soil drainage:
its origin, evolution and use. Soil Sci. Soc. Amer. J. , 63 , 33-39.
Verma, R. D. and Brutsaert, W. (1970). Unconfined aquifer seepage by capillary flow theory. J.
Hydraul. Div., Proc. ASCE , 96 (HY6), 1331-1344.
(1971a). Unsteady free surface ground water seepage. J. Hydraul. Div., Poc. ASCE , 97 (HY8),
1213-1229.
(1971b). Similitude criteria for flow from unconfined aquifers. J. Hydraul. Div., Proc. ASCE , 97
(HY9), 1493-1509.
Vogel, R. M. and Kroll, C. N. (1992). Regional geohydrologic-geomorphic relationships for the
estimation of low-flow statistics. Water Resour. Res. , 28 , 2451-2458.
Zecharias, Y. B. and Brutsaert, W. (1985). Ground-surface slope as a basin-scale parameter. Water
Resour. Res. , 21 , 1895-1902.
(1988a). The influence of basin morphology on groundwater outflow. Water Resour. Res. , 24 ,
1645-1650.
(1988b). Recession characteristics of groundwater outflow and baseflow from mountainous
watersheds. Water Resour. Res. , 24 , 1651-1658.

PROBLEMS

10.1 Show that the two lines enveloping the data points plotted in Figure 10.30, must be straight, if the

storm flow recession and the base flow recession in the basin are exponential functions of time.