Research Article
Nov 1969
Theoretical Baseflow Curves
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 95, Issue 6
Abstract
Baseflow curves are obtained by solving a nonlinear partial differential equation of groundwater flow for different boundary conditions. A theoretical basis is provided for differentiating between these curves for shallow and deep aquifers. Various linearized solutions and their limitations and errors are elucidated. Mathematical expressions are derived for the effects of evapotranspiration and leakage loss in substantially reducing the baseflow and rendering the stream influent or dry. Upward leakage from an underlying artesian aquifer casuses the baseflow to be more sustained and reduces its recession rate. Aquifer recharge of duration T, simulated by a sine function, leads to a baseflow hydrograph which peaks at 0.75 T and becomes parallel to the no-recharge curve after about 1.5 T.
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Published In
Journal of the Hydraulics Division
Volume 95 • Issue 6 • November 1969
Pages: 2029 - 2048
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Nov 1969
Published online: Feb 3, 2021
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Authors
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Krishan P. Singh, M.ASCE
Hydrologist: Hydrology Section, Illinois State Water Survey, Urbana, Ill.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.