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Based on the predominant position of water in the system, two main groups are identified: those with surface flow above a benthic substrate and those with subsurface flow through a porous media.
Thus, rapid shallow subsurface flow through the biomat or near-surface of slopes might explain the unique transport dynamics of DOC and FAM in stormflows with the high F-FAM/DOC ratio.
The higher F-FAM/DOC in baseflow may thus indicate that DOC (and FAM) in groundwater discharge mainly contributed to the stream flow, and the stormflow mainly reflect subsurface flow through soil during most rainstorms.
The model represents snow redistribution and sublimation by wind and vegetation, snowmelt energy budget, evapotranspiration, subsurface flow through organic terrain, infiltration to frozen soils, freezing and thawing of soils, permafrost and streamflow routing.
As noted above, this may be because of meandering flow-paths or due to subsurface flow through the added fill layer on the surface, which is re-emerging at the edge of the trenched area.
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Thus, subsurface flow-through macropores and other preferential flow paths can be a major contributor to streamflow generation.
Thus, the method proposed here can also be used for predicting migration time of pollutants to a stream or river from its surroundings through subsurface flow in a watershed.
Thus, it is interesting to note that a mere reversal of anisotropy ratio from 2 1 to 1 2 for the flow situation of Fig. 8 brings about approximately a change of 2.17 times of the travel time values of a water particle moving through subsurface flow to the stream starting from a location situated at a surficial distance of 50 m from the stream.
These results demonstrate that hydrological impacts of land use change can propagate through subsurface flow to indirectly impact surrounding ecosystems, and these subsurface connections should be considered when planning land use at a landscape scale to avoid negative outcomes associated with land use change.
This paper presents how a spreader swale system, which includes 1D canal network routing, 2D overland flow, 3D subsurface flow, and flow through the interface of any two sub-domains of the spreader system, is simulated with the WASH123D computer code.
Macropores and preferential flow paths can significantly contribute to subsurface flow under certain conditions.
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