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Assessing the Impact of Areal Precipitation Input on Streamflow Simulations Using the SWAT Model1
Authors:Ilyas Masih  Shreedhar Maskey  Stefan Uhlenbrook  Vladimir Smakhtin
Institution:1. Respectively, Research Officer and PhD Candidate (Masih), International Water Management Institute, 12?km, Multan Road, Chowk Thokar Niaz Baig, Lahore‐53700, Pakistan and Department of Water Engineering, UNESCO‐IHE Institute for Water Education, Delft, The Netherlands;2. Senior Lecturer (Maskey), Department of Water Engineering, UNESCO‐IHE Institute for Water Education, Delft, The Netherlands;3. Professor (Uhlenbrook), Department of Water Engineering, UNESCO‐IHE Institute for Water Education, Delft, The Netherlands and Section of Water Resources, Delft University of Technology, Delft, The Netherlands;4. Principal Scientist‐Hydrology and Water Resources/Theme Leader‐Water Availability and Access (Smakhtin), International Water Management Institute (IWMI), Colombo, Sri Lanka
Abstract:Masih Ilyas, Shreedhar Maskey, Stefan Uhlenbrook, and Vladimir Smakhtin, 2011. Assessing the Impact of Areal Precipitation Input on Streamflow Simulations Using the SWAT Model. Journal of the American Water Resources Association (JAWRA) 47(1):179‐195. DOI: 10.1111/j.1752‐1688.2010.00502.x Abstract: Reduction of input uncertainty is a challenge in hydrological modeling. The widely used model Soil Water Assessment Tool (SWAT) uses the data of a precipitation gauge nearest to the centroid of each subcatchment as an input for that subcatchment. This may not represent overall catchment precipitation conditions well. This paper suggests an alternative – using areal precipitation obtained through interpolation. The effectiveness of this alternative is evaluated by comparing its simulations with those based on the standard SWAT precipitation input procedure. The model is applied to mountainous semiarid catchments in the Karkheh River basin, Iran. The model performance is evaluated at daily, monthly, and annual scales by using a number of performance indicators at 15 streamflow gauging stations each draining an area in the range of 590‐42,620 km2. The comparison suggests that the use of areal precipitation improves model performance particularly in small subcatchments in the range of 600‐1,600 km2. The modified areal precipitation input results in increased reliability of simulated streamflows in the areas of low rain gauge density. Both precipitation input methods result in reasonably good simulations for larger catchments (over 5,000 km2). The use of areal precipitation input improves the accuracy of simulated streamflows with spatial resolution and density of rain gauges having significant impact on results.
Keywords:precipitation  streamflow  hydrological modeling  SWAT  spatial and temporal resolution  Karkheh basin  Iran
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