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Runoff Pathways. Slide from Mike Kirkby, University of Leeds, AGU Chapman Conference on Hillslope Hydrology, October 2001. Southern Sweden—much like NE US. (Grip and Rodhe, 1994). A different form of overland flow.
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Runoff Pathways Slide from Mike Kirkby, University of Leeds, AGU Chapman Conference on Hillslope Hydrology, October 2001
Southern Sweden—much like NE US (Grip and Rodhe, 1994)
Overland flow (infiltration excess+ saturation excess) emerging from a sugar cane paddock over Kasnozem (Oxisol) soils (originating from Basalt), South Johnstone near Innisfail during a monsoon event, March 1985. Photo courtesy of Brian Prove
Seasonal Variations in VSA Dunne, 1969; 78
The link to flow From Dunne and Leopold, 1978
Direct Precipitation onto Saturated Areas and Return Flow • Expands and contracts during events • Expands and contracts seasonally • Key zone for partitioning fast and slow runoff • Key non-point source hot spot! Brooks et al., Fig 4.11 From the original diagram by Hewlett, 1982
Where Saturation Occurs Ward, 1970 Relation to live streams
Saturated areas: We can sometimes estimate based on topography Dave Tarboton, Utah State U.
Seasonal or storm period fluctuations HOF vs SOF Generalised dependence of Runoff Coefficient and Style of Overland Flow on Arid-Humid scale and on Storm Rainfall Intensities Slide from Mike Kirkby, University of Leeds, AGU Chapman Conference on Hillslope Hydrology, October 2001
Runoff Pathways Slide from Mike Kirkby, University of Leeds, AGU Chapman Conference on Hillslope Hydrology, October 2001
The British Invasion Benchmark papers by Burt, 1970s and early 1980s and Weyman, Anderson, Kirkby, Chorley………. From Kirkby, 1978
Topographic Convergence Anderson and Burt, 1978 Hornberger et al text
Topographic Controls on Saturation Development Ruhe and Walker, 1968
Subsurface Stormflow • At the start of an event, percolation occurs vertically • Soil moisture increases & some water bypasses to depth • Where percolation reaches a less permeable layer that will not accept the wetting front, saturation will develop • Saturation development controlled by permeability & available storage • The saturated “wedge” or perched water table contributes significantly during peak runoff Weyman 1973
Data: Whipkey, 1965
Highly preferential Sidle et al 2001 HP Tarboton web course
What are the conditions necessary for lateral flow regardless of process?
What are the conditions necessary for lateral flow regardless of process? • Gradient • Hydraulic Conductivity Contrast
Hydraulic Conductivity Contrasts • Where do they occur? • Soil surface • IF Ksat< rainfall rate HOF
Hydraulic Conductivity Contrasts • Where do they occur? • Soil surface • Wetting front • Even in uniform texture, character curves for a soil can be responsible for generating saturated layers under the right circumstances…HOW?
Hydraulic Conductivity Contrasts • Where do they occur? • Soil surface • Wetting front • Grain anisotropy • Kx >> Ky • Can lead to ponding
Hydraulic Conductivity Contrasts • Where do they occur? • Soil surface • Wetting front • Grain anisotropy • Capillary barrier • Pic is of snow, can happen in soil under what conditions?
Hydraulic Conductivity Contrasts • Where do they occur? • Soil surface • Wetting front • Grain anisotropy • Capillary barrier • Layering in saturated soils • High K over low K can lead to ponding ON low K layer • Perched aquifers • Impermeable basement
Hydraulic Conductivity Contrasts • Where do they occur? • Soil surface • Wetting front • Grain anisotropy • Capillary barrier • Layering in saturated soils • High K over low K can lead to ponding ON low K layer • Low K over high K
Lateral Gradients • Where do lateral gradients occur? • Unsaturated soil? • When K contrasts lead to ponding on sloped surfaces • 3D perspective • Water balance in convergent zones
Flow pathways • Must somehow mobilize stored water
Two component mixing model • Solve two simultaneous mass-balance equations for Qold and Qnew • Qstream = Qold + Qnew • CstreamQstream = ColdQold+ CnewQnew • To yield the proportion of old water Hooper (2001)
Weiler et al. 2004, WRR Qpe/Qs = (Cs-Ce)/(Cpe-Ce)
Groundwater Surface Water Interactions “Groundwater” is the main component of flood hydrographs Variations in stream discharge, dD, and electrical conductivity at M8 (Sklash et al., 1986 WRR)
Runoff Pathways Slide from Mike Kirkby, University of Leeds, AGU Chapman Conference on Hillslope Hydrology, October 2001
How is old water mobilized? • Many theories including • Groundwater ridging • Pressure wave translation • Transmissivity feedback
The Soil-Water Interface and the Effect of Suction Abdul and Gillham, 1984
Capillary Fringe Precipitation Seepage face Equipotential lines Flow Lines Groundwater Ridging
...a Swedish view on the subject Rodhe, 1987 Transmissivity feedback From Grip and Rodhe; Seibert et al. 2002 HP
Runoff PathwaysPutting it all together Slide from Mike Kirkby, University of Leeds, AGU Chapman Conference on Hillslope Hydrology, October 2001
Storm Precipitation Saturation Overland Flow Hortonian Overland Flow Channel Precip. + Overland Flow Soil Mantle Storage Baseflow Overland Flow Subsurface Stormflow Interflow Basin Hydrograph Re-drawn from Hewlett and Troendle, 1975
Dominant processes of hillslope response to rainfall Thin soils; gentle concave footslopes; wide valley bottoms; soils of high to low permeability Direct precipitation and return flow dominate hydrograph; subsurface stormflow less important Horton overland flow dominates hydrograph; contributions from subsurface stormflow are less important Variable source concept Subsurface stormflow dominates hydrograph volumetrically; peaks produced by return flow and direct precipitation Topography and soils Steep, straight hillslopes; deep,very permeable soils; narrow valley bottoms Arid to sub-humid climate; thin vegetation or disturbed by humans Humid climate; dense vegetation Climate, vegetation and land use (Dunne and Leopold, 1978)