E D. Soulis
Affiliations: | University of Waterloo, Waterloo, ON, Canada |
Area:
Civil Engineering, HydrologyGoogle:
"E Soulis"
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Publications
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| Sarhadi A, Soulis ED. (2017) Time‐varying extreme rainfall intensity‐duration‐frequency curves in a changing climate Geophysical Research Letters. 44: 2454-2463 |
| Poitras V, Sushama L, Seglenieks F, et al. (2011) Projected Changes to Streamflow Characteristics over Western Canada as Simulated by the Canadian RCM Journal of Hydrometeorology. 12: 1395-1413 |
| Liu G, Craig JR, Soulis ED. (2011) Applicability of the Green-Ampt Infiltration Model with Shallow Boundary Conditions Journal of Hydrologic Engineering. 16: 266-273 |
| Soulis ED, Craig JR, Fortin V, et al. (2011) A simple expression for the bulk field capacity of a sloping soil horizon Hydrological Processes. 25: 112-116 |
| MacLean AJ, Tolson BA, Seglenieks FR, et al. (2010) Multiobjective calibration of the MESH hydrological model on the Reynolds Creek Experimental Watershed Hydrology and Earth System Sciences Discussions. 7: 2121-2155 |
| Craig JR, Liu G, Soulis ED. (2010) Runoff-infiltration partitioning using an upscaled Green-Ampt solution Hydrological Processes. 24: 2328-2334 |
| Yirdaw SZ, Snelgrove KR, Seglenieks FR, et al. (2009) Assessment of the WATCLASS hydrological model result of the Mackenzie River basin using the GRACE satellite total water storage measurement Hydrological Processes. 23: 3391-3400 |
| Pietroniro A, Fortin V, Kouwen N, et al. (2006) Development of the MESH modelling system for hydrological ensemble forecasting of the Laurentian Great Lakes at the regional scale Hydrology and Earth System Sciences. 11: 1279-1294 |
| Fassnacht SR, Yang Z, Snelgrove KR, et al. (2006) Effects of Averaging and Separating Soil Moisture and Temperature in the Presence of Snow Cover in a SVAT and Hydrological Model for a Southern Ontario, Canada, Watershed Journal of Hydrometeorology. 7: 298-304 |
| Bingeman AK, Kouwen N, Soulis ED. (2006) Validation of the Hydrological Processes in a Hydrological Model Journal of Hydrologic Engineering. 11: 451-463 |