1981
DOI: 10.1111/j.1365-2389.1981.tb01682.x
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Water Flow in Soil Macropores Ii. A Combined Flow Model

Abstract: This paper presents a one-dimensional model of bulk flow in a combined micropore/macropore system, which has been developed as a result of the experimental work described in Part I. The problems posed by the presence of macropores to model development and validation are discussed and one exploratory model formulation is described. The results of several simulations are presented and used to demonstrate the effect of macropores on infiltration rates in soils of different hydraulic conductivity.

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Cited by 232 publications
(153 citation statements)
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“…In wetter areas, the limit was, for instance, 450 (Likens et al, 1977) and 420 (Hudson, 1988) mm yr -1 . Additionally, the rapid wetting of the deep horizons (Moreno et al, 1996) could indicate the existence of water loss by drainage, due to rapid circulation via macropores (Beven and German, 1981), although the soil would still be below field capacity, a fact that is not included in the model used.…”
Section: Net Losses or Gains Of Nutrientsmentioning
confidence: 99%
“…In wetter areas, the limit was, for instance, 450 (Likens et al, 1977) and 420 (Hudson, 1988) mm yr -1 . Additionally, the rapid wetting of the deep horizons (Moreno et al, 1996) could indicate the existence of water loss by drainage, due to rapid circulation via macropores (Beven and German, 1981), although the soil would still be below field capacity, a fact that is not included in the model used.…”
Section: Net Losses or Gains Of Nutrientsmentioning
confidence: 99%
“…Film flow of water along macropore or fracture surfaces could reconcile the paradoxical occurrence of fast flow in unsaturated channels [Beven and Germann, 1981;Germann, 1990]. Our alternative conceptual model of unsaturated flow in fractures allows water to exist in continuous films as well as in pendular regions associated with aperture minima.…”
mentioning
confidence: 99%
“…Equation (8a) expressess the flow relation of a kinematic wave (see, for instance, Beven & Germann, 1981;Germann, 1985Germann, , 1990) whose volume balance is:…”
Section: Momentum Of Flow Within the Soil Profilementioning
confidence: 99%