Discussion of Paper by J. D. Isherwood and A. F. Pillsbury, “Shallow ground water and tile drainage in the Oxnard Plain”

Bookman, Max; Thomas, Renie

doi:10.1029/jz064i007p00857

J. Geophys. Res.

1959

DOI: 10.1029/jz064i007p00857

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Discussion of Paper by J. D. Isherwood and A. F. Pillsbury, “Shallow ground water and tile drainage in the Oxnard Plain”

Max Bookman¹,

Renie Thomas²

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1968

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Some Factors Affecting Baseflow

Singh¹

1968

Water Resources Research

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For a shallow aquifer and a fully penetrating stream. the ideal baseflow curve does not plot as a straight line on semilog paper, and its recession rate continuously decreases with time. For a deep aquifer and a shallow-entrenched stream, the ideal baseflow generally decays exponentially, and its recession rate decreases with increasing stream entrenchment. In the case of loss from evapotranspiration, the baseflow curves steepen progressively with time, and the stream may become infiuent. In the case of gain from confined aquifers, the baseflow curves become flatter. The recharge results in shifting of the baseflow curves upward in magnitude or laterally in time. The baseflow peak occurs at about 0.75T from the beginning of recharge to the aquifer, where T denotes the effective duration of recharge. The lag between the total flow peak and the baseflow peak depends on rainfall, soil, and basin factors. The variability of these factors precludes the notion of a constant lag. (

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Some Factors Affecting Baseflow

Singh¹

1968

Water Resources Research

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Discussion of Paper by J. D. Isherwood and A. F. Pillsbury, “Shallow ground water and tile drainage in the Oxnard Plain”

Cited by 1 publication

References 2 publications

Some Factors Affecting Baseflow

Some Factors Affecting Baseflow

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