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Winter Erosion Processes Research at Washington State University. Joan Wu, Shuhui Dun Prabhakar Singh, Cory Greer Washington State University Don McCool USDA-ARS-PWA. Introduction.
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Winter Erosion Processes Research atWashington State University Joan Wu, Shuhui Dun Prabhakar Singh, Cory Greer Washington State University Don McCool USDA-ARS-PWA
Introduction • Water erosion is a serious and continuous environmental problem in the US PNW and many other areas nationwide and worldwide • In the inland PNW, winter rain season, cyclic freeze-thaw of soil, steep slope, and improper management practices act together to cause high erosion rate • Soil freeze-thaw alters hydrological processes and reduces soil cohesive strength • Modelers must properly simulate winter hydrology in order to adequately simulate surface runoff and water erosion for cold areas
Introductioncont’d • WEPP: Water Erosion Prediction Project • a process-based erosion prediction model developed by the USDA ARS to replace the USLE • built on fundamentals of hydrology, plant science, hydraulics, and erosion mechanics • WEPP’s unique advantage: it models watershed-scale spatial and temporal distributions of soil detachment and deposition on event or continuous basis • Equipped with a geospatial processing interface, WEPP has GREAT POTENTIAL as a reliable and efficient tool for watershed assessment
Introductioncont’d • WEPP winter routines were designed to simulate • Snow accumulation and snowmelt • Soil frost and thaw • The routines include • Adjustment for aspect in calculating incoming radiation • Surface temperature estimation based on energy balance • Accounting for snow drift • Snowmelt simulation based on a generalized basin snowmelt equation • Frost simulation considering thermal conductivity of the snow-residue-soil system as well as upward water movement in the soil • However, the model was unable to properly represent the winter processes at the PNW and other colder regions as previous studies have shown
Long-term Research Efforts • Goal • To continuously develop and improve the WEPP model for solving water quantity and quality problems • Objectives for winter hydrology study • Experimentally identify and mathematically formulate in WEPP the mechanisms by which freezing and thawing of soils affect runoff and erosion • Examine WEPP’s original winter routines and an alternative energy-budget based approach • Test the improved WEPP model using data sets from different localities under different hydrological conditions
Major Funding Sources • Wash. State Univ., USDA-ARS-PWA (in house) • USFS Rocky Mountain Research Station (1998–far future???) • Inland Northwest Research Alliance (2005–08) • USDA NRICGP (2001–05) • USGS/SWWRC (2000)
Major Collaborators • USDA-ARS-NSERL • USFS Rocky Mountain Research Station • USDA-ARS-PWA • USDA-ARS-CPCRC • Univ. Idaho, USA • Univ. Bologna, Italy
Laboratory and Field Investigation • Water erosion experimentation using a tilting flume • Field experimentation on water balance and erosion
An Energy-balance Approach(Lin and McCool, 2006) • The approach was based on the principle of a balance between the model simplicity and rigor and adequacy in representing snow and frost dynamics • In the newly incorporated algorithm • Energy is balanced cross air-earth interface • Frost (thawing) depth is computed by dividing the net energy influx by soil water (ice) content and latent heat of fusion
Energy Flow into Soil G = Rn – LE – H Rn– net radiation H– sensible heat LE– latent heat of vaporization G– energy flow into the soil Net Energy Flux into Soil Gn = G – Ln – S + Ju S– heat storage change Ln– latent heat utilized by snow melting Ju – upward heat flux within soil • Lin, C. and D.K. McCool, 2006. Simulating snowmelt and soil frost depth by an energy-budget approach. Trans. ASABE 49, 1383–1394.
Preliminary Results Using New PCFS Datasets in Greer et al. (2006)
WEPP’s Original Approach • Snowmelt estimation following Hendrick et al. (1971) using a modified generalized basin snowmelt equation for open areas developed by the US ACE • Frost formation is governed by the temperature on the surface of the snow-residue-frozen soil system and energy is balanced across the freezing front • Hendrick, R.L., B.D. Filgate and W.M. Adams, 1971. Application of environmental analysis to watershed snowmelt. J. Appl. Meteor. 10, 418–429.
Surface Temperature Thra– hourly surface temperature (°C) Tave– hourly air temperature (°C) Rnet– net radiation (Ly min−1) conht – convective heat transfer coefficient (Ly s min−1 cm−1) radco– radiation coefficient (Ly s min−1 cm−1) vwind– wind velocity (cm s−1) efthco– effective system thermal conductivity (Ly min−1°C−1) depth– system depth (m)
Frost Simulation • Heat flux from surface • Heat flux from soil below • Energy balance in the order of • Conduction • Heat of fusion • Storage Ksrf– thermal conductivity(W m−1 °C−1) ΔTsrf– temperature difference (°C) Zsrf– depth from surface to frozen front (m)
Current Improvement • Mixed use of energy flux and energy has been corrected • Coding mistakes in energy balance during frost formation have been corrected • Thermal conductivity of the snow under testing • Snow-drift routines have been activated • Improved adjustment for aspect in calculating incoming radiation
Current Concerns • Standing residue currently not considered in frost simulation • Single value for thermal conductivity of flat residue without considering residue type and percent cover • Snow-drift influence appears small • Temperature set at 7 °C at 1 m below frozen zone
Summary • A simplified, energy-balance based approach to modeling snow accumulation and soil frost and thaw was incorporated into WEPP v2004.7 • The model simulated adequate timing for frost occurrence • The effect of snow insulation appeared insufficient • Model testing using the new PCFS data showed consistent results with those from using the historical data
Summarycont’d • Improvement of the original WEPP winter hydrology codes is ongoing • The current improved version has potential in improved modeling of frost depth • Over-predicted frost duration and frequent thawing for PCFS are being examined (frost depth’s ceiling near 200 mm appears problematic)