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BNPP/ASB Functional Value of Biodiversity Project – Phase II |
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| Model |
VIC (Variable Infiltration Capacity) |
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| Lead | University of Washington | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Collaborator | ICRAF-SEA | |||||||||||||||||||||||||||||||||||||||||||||||||||||
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Scope,
dataframe, spatial resolution
(complete metadata: sources, definitions, dates, resolution, etc)
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| Climatology |
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| Machinery |
Variable Infiltration Capacity (VIC) model. VIC
(Liang et al, 1994) is a physically based model, which nonetheless
parameterizes small scale processes to allow application to large river
basins, which typically are resolved at spatial resolutions from 1/8
degree latitude by longitude (e.g., where the resolution of the
precipitation, temperature, radiative, and other surface forcings are
available or can be derived) to coarser resolutions such as the 2 degree
global application described by Nijssen et al (2002). Previous
applications of VIC include such large continental river basins as the
Columbia (Nijssen et al., 1997), the Arkansas-Red (Abdulla et al., 1996),
and the Upper Mississippi (Cherkauer and Lettenmaier, 1999), among other
rivers. VIC has also been applied to the entire area of China (Su and Xie,
2003). A detailed description of the VIC model can be found in Liang et al. (1994, 1996 and 1998). Briefly, the model has parameterizations to represent the vertical exchange of moisture and energy between the vegetation canopy and the atmosphere, similar in many respects to other Soil-Vegetation-Atmosphere Transfer Schemes (SVATS). Its main distinction from other SVATS is its representation of the effects of spatial variability in soil, topography, and vegetation, and their effects on runoff generation, which is assumed to occur dominantly via the saturation excess mechanism (which is usually a defensible assumption in humid environments). The model also represents a “slow”, or baseflow, runoff response via a nonlinear deep soil drainage parameterization. The VIC model is coupled to a streamflow routing scheme that transports the runoff generated within each grid cell through a specified channel network. The routing model does not account for channel losses, extractions, diversions and reservoir operations (the latter are represented in the water management model). The routing model is described in detail in Lohmann et al. (1996; 1998). |
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| Functions modeled | total yield, high flows, low flows | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Land cover scenarios |
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| Process
(including
paramaterization, validation |
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| Reporting and analysis of model runs including overlays |
Reporting of direct hydrological flows
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| Milestones | 0, 1st, 2nd and final manuscript. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Date Expected | 0 draft in July; 1st draft September 2003; 2nd draft 8 October 2003; final 1 December 2003. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
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Notes, Comments |
NA |
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| References |
VIC
references. See: http://www.hydro.washington.edu/Lettenmaier/Models/VIC/#references
MODELLING THE IMPACT OF LANDCOVER/MANAGEMENT CHANGE AND CLIMATE VARIABILITY ON THE PEAK FLOWS OF LARGE RIVER BASINS: Application to the Mekong Basin. Presented at the American Meteorological Society (AMS) 84th Annual Meeting, Seattle, January 11-15, 2004. Jeffrey E. Richey, Mariza Costa-Cabral, Gopalakrishna Goteti, Riyadh Al Soufi, Dennis P. Lettenmaier, Sarah D. Rodda, S.S.Im, and A. Snidvongs. |
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Last updated: 03 March, 2004 ©2003 ASB. All rights reserved. |
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