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Assessing the skill of hydrology models at simulating the water cycle in the HJ Andrews LTER:
                                                                          assumptions, strengths and weaknesses
                                                                            Jeremiah Osborne-Gowey, Dominique Bachelet, Guillaume Mauger, Elizabeth Garcia, Christina Tague, Ken Ferschweiler,
ESA #39203, PS 86-225                                                                                       Contact Information: jeremiahosbornegowey@gmail.com, 838 NW 28th Street, Corvallis, OR, 97330 USA



                                                                                                                                                                                                                                  MC1, 1949-2009                                                                        Actual observed runoff ratio = 0.75
       INTRODUCTION                                                                                                                                                                                                                                          1,000                                                  1,000
                                                                                                                                                                                                                                                                                                                            Runoff ratio = 0.75                 y = 0.8928x + 12.863
                                                                                                                                                                                                                                                                             Observed
       Simulated impacts of climate on                                     HJA Lookout Creek Basin (64                                    km2)                                                                                                                                                                              NS coefficient = 0.76




                                                                                                                                                                                                                                                                                        Simulated streamflow (mm)
                                                                                                                                                                                                                                                                                                                                                                      R² = 0.77




                                                                                                                                                                                                                                   Monthly streamflow (mm)
                                                                                                                                                                                                                                                              800                                                     800
                                                                                                                                                                                                                                                                             MC1-B57
       hydrology can vary greatly as a                                                                                                                                                                                                                        600                                                    600
       function of the scale of the input
                                                                                                                                                                                                                                                              400                                                    400
       data, model assumptions, and
                                                                                                                                                                                                                                                              200
       model structure. To better                                                                                                                                                                                                                                                                                    200


       understand differences in models                                                                                                                                                                                                                         0                                                       0




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                                                                                                                                                                                                                                                                                                                            0            200             400     600           800        1,000
       representations of water dynamics                                                                                                                                                                                                                                                                                                         Observed streamflow (mm)

       at the watershed scale, we                                                                                                                                                                                                  RHESSys, 1958-2006                 Year
                                                                                                                                                                                                                                                             1,000                                                  1,000
                                                                                                                                                                                                                                                                                                                                Runoff ratio = 0.73                     y = 0.8235x + 19.433
       compare simulated results from                                                                                                                                                                                                                                        Observed                                           NS coefficient = 0.73




                                                                                                                                                                                                                                                                                        Simulated streamflow (mm)
                                                                                                                                                                                                                                   Monthly streamflow (mm)
                                                                                                                                                                                                                                                                                                                                                                              R² = 0.77
                                                                                                                                                                                                                                                              800                                                     800
                                                                                                                                                                                                                                                                             RHESSys
       three commonly used models                                                                                                                                                                                                                             600                                                     600
       among each other and with                                                                                                                                                                                                                              400
                                                                                                                                                                                                                                                                                                                      400
       observed streamflow data from
                                                                                                                                                                                                                                                              200
       the HJ Andrews Long Term                                                                                       Cell-to-cell                                                             Map created on www.DataBasin.org
                                                                                                                                                                                                                                                                                                                      200
                                                                                                                      communi-                                                                                                                                  0
       Ecological Research (LTER) site.                                  Model            Base Attributes  Timestep    cation? Inputs                                 Outputs                                                                                                                                           0




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                                                                         MC1 – MAPSS-     large-scale,     monthly        No       temperature (min, max, mean),      carbon pools, soil moisture, vegetation lifeforms and
                                                                         CENTURY-MCFIRE   dynamic                                  precipitation, vapor pressure or   distribution, biomass, nutrient fluxes, streamflow,                                                                                                   0             200            400      600           800            1,000
                                                                         hybrid           vegetation model                         mean dew point, DEM, soil          soil water storage, evapotranspiration                                                          Year
                                                                                          linked with                              texture (X3), soil depths (X3),                                                                 VIC, 1949-2006                                                                                                 Observed streamflow (mm)
       METHODS                                                                            biogeochemical
                                                                                          and fire models
                                                                                                                                   climate time series                                               1,000                                                                                                          1,000
                                                                                                                                                                                                                                                                                                                                 Runoff ratio = 0.85               y = 0.8747x + 30.387
       •Used existing modeled data from:           RHESSys – Regional watershed scale, daily           Yes topography (elevation, slope,       water fluxes, evaporation, transpiration, snow
                                                                                                                                                                                                                                           Observed
                                                                                                                                                                                                                                                                                                                                 NS coefficient = 0.84                   R² = 0.87




                                                                                                                                                                                                                                   Monthly streamflow (mm)




                                                                                                                                                                                                                                                                                        Simulated streamflow (mm)
                                                   Hydro-Ecologic        hydro-ecological                  aspect), air temperature,           dynamics, soil water, carbon, photosynthesis,           800                                                                                                            800
                                                                                                                                                                                                                                           VIC
         - MC1 dynamic global vegetation           Simulation System modeling
                                                                         framework,
                                                                                                           precipitation, vegetation,
                                                                                                           drainage network, soil texture,
                                                                                                                                               respiration, decomposition, net primary
                                                                                                                                               productivity, nitrogen, litterfall, mineralization,
                                                                         landscape                         soil depth (X2), radiation,         photosynthesis                                          600                                                                                                            600
            (MC1) model   1                                              represented                       humidity, biome type, leaf area
                                                                         hierarchically, free              index, climate time series,
                                                                                                                                                                                                       400
         - Regional Hydro-Ecologic                                       from grid-based
                                                                         constraints
                                                                                                           disturbance history, water
                                                                                                           holding capacity
                                                                                                                                                                                                                                                                                                                      400

            Simulation System (RHESSys)            VIC – Variable        large-scale, grid- sub-daily
                                                   Infiltration Capacity based, semi-         to daily
                                                                                                       No  landcover, soil moisture, soil      streamflow (needs to be routed), runoff, baseflow,
                                                                                                           texture, soil depth, precipitation, energy fluxes, soil moisture/infiltration, canopy
                                                                                                                                                                                                       200                                                                                                            200
                   2                                                     distributed water                 temperature (min, max, mean), precipitation interception, evaporation,
            model                                                        and energy                        DEM (optional), windspeed,          evapotranspiration, relative humidity, air
                                                                                                                                                                                                         0
                                                                         balance model                     lakes/wetlands (optional), plant temperature, snow, snow-water-equivalent, snow                                                                                                                              0
         - Variable Infiltration Capacity (VIC)




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                                                                         with variable                     root depth                          depth, snow interception, snow temperature, snow
                                                                         infiltration, and                                                     melt, snow sublimation                                                                                                                                                       0             200             400      600           800            1,000

            model  3                                                     non-linear base
                                                                                                                                                                                                                             Year                                                                                                                  Observed streamflow (mm)
                                                                         flow


       •All models run at 800 meter resolution                                         RESULTS                                                                                                     CONCLUSIONS                                                                                                       CITATIONS
                                                                                                                                                                                                                                                                                                                     1. MC1 model particulars: http://bit.ly/vIsAeB
       •Observed discharge at Lookout Creek gage     4                                 •Models reasonably approximate streamflow:                                                                  •All models produce reasonable results                                                                            2. RHESSys model particulars: http://bit.ly/ujUNYT
                                                                                                                                                                                                                                                                                                                     3. VIC model particulars: http://bit.ly/tldXDt
       •Streamflows for RHESSys and VIC in daily                                       - timing, magnitude, duration                                                                               •Arrived at flows based on dissimilar inputs                                                                      4. Lookout Creek stream gage data http://bit.ly/sqEj2V
                                                                                                                                                                                                                                                                                                                     5. Nash, J. E. and J. V. Sutcliffe (1970). River flow
        increments, aggregated at monthly time steps                                   •MC1 overestimates some high flows                                                                          •VIC best model fit (NS = 0.84)                                                                                      forecasting through conceptual models part I — A

       •Grid cell streamflow values for MC1 spatially                                  •RHESSys underestimates low flows                                                                           •Model selection dependent on questions                                                                              discussion of principles, Journal of Hydrology, 10 (3),
                                                                                                                                                                                                                                                                                                                        282–290.

        aggregated                                                                     •Slight lag in RHESSys spring flows                                                                          of interest and scale of study area
                                                                                                                                                                                                                                                                                                                     ACKNOWLEDGEMENTS
                                                                                       •MC1 and VIC overestimate low flows                                                                         •Modeled low flows need adjusting                                                                                 • Dr. Barb Bond, HJ Andrews LTER, Oregon State University
       •Calculated runoff ratios and Nash-Sutcliffe model                                                                                                                                                                                                                                                            • Dr. David Conklin, Conservation Biology Institute,
                                                                                                                                                                                                   •Models could benefit from calibration
        efficiency (NS) coefficients5                                                  •All three models had good fit (NS = 0.73-0.84)                                                                                                                                                                                 Corvallis, OR

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ESA 2012-Osborne-Gowey-Modeled-Hydrology-Comparison-poster

  • 1. Assessing the skill of hydrology models at simulating the water cycle in the HJ Andrews LTER: assumptions, strengths and weaknesses Jeremiah Osborne-Gowey, Dominique Bachelet, Guillaume Mauger, Elizabeth Garcia, Christina Tague, Ken Ferschweiler, ESA #39203, PS 86-225 Contact Information: jeremiahosbornegowey@gmail.com, 838 NW 28th Street, Corvallis, OR, 97330 USA MC1, 1949-2009 Actual observed runoff ratio = 0.75 INTRODUCTION 1,000 1,000 Runoff ratio = 0.75 y = 0.8928x + 12.863 Observed Simulated impacts of climate on HJA Lookout Creek Basin (64 km2) NS coefficient = 0.76 Simulated streamflow (mm) R² = 0.77 Monthly streamflow (mm) 800 800 MC1-B57 hydrology can vary greatly as a 600 600 function of the scale of the input 400 400 data, model assumptions, and 200 model structure. To better 200 understand differences in models 0 0 1949 1951 1953 1955 1957 1959 1961 1963 1965 1967 1969 1971 1973 1975 1977 1979 1981 1983 1985 1987 1989 1991 1993 1995 1997 1999 2001 2003 2005 2007 2009 0 200 400 600 800 1,000 representations of water dynamics Observed streamflow (mm) at the watershed scale, we RHESSys, 1958-2006 Year 1,000 1,000 Runoff ratio = 0.73 y = 0.8235x + 19.433 compare simulated results from Observed NS coefficient = 0.73 Simulated streamflow (mm) Monthly streamflow (mm) R² = 0.77 800 800 RHESSys three commonly used models 600 600 among each other and with 400 400 observed streamflow data from 200 the HJ Andrews Long Term Cell-to-cell Map created on www.DataBasin.org 200 communi- 0 Ecological Research (LTER) site. Model Base Attributes Timestep cation? Inputs Outputs 0 1958 1960 1962 1964 1966 1968 1970 1972 1974 1976 1978 1980 1982 1984 1986 1988 1990 1992 1994 1996 1998 2000 2002 2004 MC1 – MAPSS- large-scale, monthly No temperature (min, max, mean), carbon pools, soil moisture, vegetation lifeforms and CENTURY-MCFIRE dynamic precipitation, vapor pressure or distribution, biomass, nutrient fluxes, streamflow, 0 200 400 600 800 1,000 hybrid vegetation model mean dew point, DEM, soil soil water storage, evapotranspiration Year linked with texture (X3), soil depths (X3), VIC, 1949-2006 Observed streamflow (mm) METHODS biogeochemical and fire models climate time series 1,000 1,000 Runoff ratio = 0.85 y = 0.8747x + 30.387 •Used existing modeled data from: RHESSys – Regional watershed scale, daily Yes topography (elevation, slope, water fluxes, evaporation, transpiration, snow Observed NS coefficient = 0.84 R² = 0.87 Monthly streamflow (mm) Simulated streamflow (mm) Hydro-Ecologic hydro-ecological aspect), air temperature, dynamics, soil water, carbon, photosynthesis, 800 800 VIC - MC1 dynamic global vegetation Simulation System modeling framework, precipitation, vegetation, drainage network, soil texture, respiration, decomposition, net primary productivity, nitrogen, litterfall, mineralization, landscape soil depth (X2), radiation, photosynthesis 600 600 (MC1) model 1 represented humidity, biome type, leaf area hierarchically, free index, climate time series, 400 - Regional Hydro-Ecologic from grid-based constraints disturbance history, water holding capacity 400 Simulation System (RHESSys) VIC – Variable large-scale, grid- sub-daily Infiltration Capacity based, semi- to daily No landcover, soil moisture, soil streamflow (needs to be routed), runoff, baseflow, texture, soil depth, precipitation, energy fluxes, soil moisture/infiltration, canopy 200 200 2 distributed water temperature (min, max, mean), precipitation interception, evaporation, model and energy DEM (optional), windspeed, evapotranspiration, relative humidity, air 0 balance model lakes/wetlands (optional), plant temperature, snow, snow-water-equivalent, snow 0 - Variable Infiltration Capacity (VIC) 1949 1951 1953 1955 1957 1959 1961 1963 1965 1967 1969 1971 1973 1975 1977 1979 1981 1983 1985 1987 1989 1991 1993 1995 1997 1999 2001 2003 2005 with variable root depth depth, snow interception, snow temperature, snow infiltration, and melt, snow sublimation 0 200 400 600 800 1,000 model 3 non-linear base Year Observed streamflow (mm) flow •All models run at 800 meter resolution RESULTS CONCLUSIONS CITATIONS 1. MC1 model particulars: http://bit.ly/vIsAeB •Observed discharge at Lookout Creek gage 4 •Models reasonably approximate streamflow: •All models produce reasonable results 2. RHESSys model particulars: http://bit.ly/ujUNYT 3. VIC model particulars: http://bit.ly/tldXDt •Streamflows for RHESSys and VIC in daily - timing, magnitude, duration •Arrived at flows based on dissimilar inputs 4. Lookout Creek stream gage data http://bit.ly/sqEj2V 5. Nash, J. E. and J. V. Sutcliffe (1970). River flow increments, aggregated at monthly time steps •MC1 overestimates some high flows •VIC best model fit (NS = 0.84) forecasting through conceptual models part I — A •Grid cell streamflow values for MC1 spatially •RHESSys underestimates low flows •Model selection dependent on questions discussion of principles, Journal of Hydrology, 10 (3), 282–290. aggregated •Slight lag in RHESSys spring flows of interest and scale of study area ACKNOWLEDGEMENTS •MC1 and VIC overestimate low flows •Modeled low flows need adjusting • Dr. Barb Bond, HJ Andrews LTER, Oregon State University •Calculated runoff ratios and Nash-Sutcliffe model • Dr. David Conklin, Conservation Biology Institute, •Models could benefit from calibration efficiency (NS) coefficients5 •All three models had good fit (NS = 0.73-0.84) Corvallis, OR