Hillslope characteristics as controls of subsurface flow variability
نویسندگان
چکیده
منابع مشابه
Hillslope subsurface flow similarity: Real-world tests of the hillslope Péclet number
[1] Similarity analysis offers the ability to model hydrological response using quantifiable landscape descriptors. It is possible to develop similarity indices based on analytical solutions to the governing dynamic equations (Brutsaert, 2005). Berne et al. (2005) provide derivation of such a similarity index (the hillslope Péclet number) of subsurface flow and saturation for hillslopes with ex...
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A 20-m-wide trench was excavated to bedrock on a hillslope at the Panola Mountain Research Watershed in the Piedmont region of Georgia to determine the effect of upslope drainage area from the soil and bedrock surfaces on the geochemical evolution of base cation concentrations in subsurface flow. Samples were collected from ten 2-m sections and five natural soil pipes during three winter rainst...
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Understanding the major controls on water flow and solute transport at the hillslope scale remains a major topic of research despite numerous hillslope experiments at different sites around the world. For example, the influence of lateral preferential flow due to pipes or macropores in the subsurface flow is still unresolved. Experiments show the often paradoxical finding of fast entry of event...
متن کاملHydrological Processes Ð Letters Topographic Controls on Subsurface Storm Flowat the Hillslope Scale for Two Hydrologically Distinct Small Catchments
Controls on hillslope ̄ow pathways are still not well understood, despite the many dierent studies reported since the pioneering work of Hewlett (1961). In a wide range of recent modelling studies it has been assumed that ̄ow directions can be related to hydraulic gradients derived from surface topography. This assumption leads to believable maps of predictions of soil saturation and is convenie...
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ژورنال
عنوان ژورنال: Hydrology and Earth System Sciences
سال: 2012
ISSN: 1607-7938
DOI: 10.5194/hess-16-3699-2012