Journal of Hydrologic Engineering · 2012 · 30 citations · 24 references
Hydrological BehaviourEngineeringGeomorphologySoutheast ArizonaHydrologic EngineeringSaturated Hydraulic ConductivitySemiarid EnvironmentEarth ScienceCatchment ScaleWatershed ManagementWatershed HydrologyFlood Risk ManagementHydrological ModelingKineros2 Modeling FrameworkHydrometeorologySurface RunoffUrban HydrologyGeographyHydrologySediment TransportWater ResourcesCivil EngineeringStormwater ManagementStorm RunoffFlooded AreaKineros2 Urban Element
The increase in runoff from urbanization is well known; one extreme example comes from a 13-ha residential neighborhood in southeast Arizona where runoff was 26 times greater than in an adjacent grassland watershed over a 40-month period from 2005 to 2008. Rainfall-runoff modeling using the newly described KINEROS2 urban element, which simulates a contiguous row of houses and the adjoining street as a series of pervious and impervious overland flow planes, combined with tension infiltrometer measurements of saturated hydraulic conductivity (Ks), indicate that 17±14% of this increase in runoff is due to a 53% decrease in Ks in constructed pervious areas as compared to the undeveloped grassland. Ks in the urban watershed identified from calibrating the rainfall-runoff model to measured runoff is higher than measured Ks but much lower than indicated by a soil texture–based KINEROS2 parameter look-up table. Tests using different levels of discretization found that watershed geometry could be represented in a simplified manner, although more detailed discretization led to better model performance.
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