esa 2012-osborne-gowey-modeled-hydrology-comparison-poster

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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, Contact Information: [email protected], 838 NW 28 th Street, Corvallis, OR, 97330 USA RESULTS •Models reasonably approximate streamflow: -timing, magnitude, duration •MC1 overestimates some high flows •RHESSys underestimates low flows •Slight lag in RHESSys spring flows •MC1 and VIC overestimate low flows INTRODUCTION Simulated impacts of climate on hydrology can vary greatly as a function of the scale of the input data, model assumptions, and model structure. To better understand differences in models representations of water dynamics at the watershed scale, we compare simulated results from three commonly used models among each other and with observed streamflow data from the HJ Andrews Long Term Ecological Research (LTER) site. CITATIONS 1. MC1 model particulars: http://bit.ly/vIsAeB 2. RHESSys model particulars: http://bit.ly/ujUNYT 3. VIC model particulars: http://bit.ly/ tldXDt 4. Lookout Creek stream gage data http://bit.ly/sqEj2V 5. Nash, J. E. and J. V. Sutcliffe (1970). River flow forecasting through conceptual models part I — A discussion of principles, Journal of Hydrology, 10 (3), 282–290. ACKNOWLEDGEMENTS •Dr. Barb Bond, HJ Andrews LTER, Oregon State University •Dr. David Conklin, Conservation CONCLUSIONS •All models produce reasonable results •Arrived at flows based on dissimilar inputs •VIC best model fit (NS = 0.84) •Model selection dependent on questions of interest and scale of study area •Modeled low flows need adjusting •All models run at 800 meter resolution •Observed discharge at Lookout Creek gage 4 •Streamflows for RHESSys and VIC in daily increments, aggregated at monthly time steps •Grid cell streamflow values for MC1 spatially aggregated •Calculated runoff ratios and Nash- Sutcliffe model efficiency (NS) coefficients 5 METHODS •Used existing modeled data from: - MC1 dynamic global vegetation (MC1) model 1 - Regional Hydro- Ecologic Simulation System (RHESSys) model 2 - Variable Infiltration Capacity (VIC) model 3 1949 1951 1954 1957 1960 1963 1966 1968 1971 1974 1977 1980 1983 1985 1988 1991 1994 1997 2000 2002 2005 2008 0 200 400 600 800 1,000 Observed MC1-B57 Year Monthly streamflow (mm) MC1, 1949-2009 0 200 400 600 800 1,000 0 200 400 600 800 1,000 f(x) = 0.892832720119444 x + 12.863493756605 R² = 0.770296316669301 Observed streamflow (mm) Simulated streamflow (mm) Runoff ratio = 0.75 NS coefficient = 0.76 1958 1961 1963 1965 1968 1970 1972 1975 1977 1979 1982 1984 1986 1989 1991 1993 1996 1998 2000 2003 2005 0 200 400 600 800 1,000 Observe d RHESSys Year Monthly streamflow (mm) RHESSys, 1958-2006 0 200 400 600 800 1,000 0 200 400 600 800 1,000 f(x) = 0.823453928486588 x + 19.4334289913485 R² = 0.765479368357904 Observed streamflow (mm) Simulated streamflow (mm) Runoff ratio = 0.73 NS coefficient = 0.73 1949 1951 1954 1957 1960 1963 1966 1968 1971 1974 1977 1980 1983 1985 1988 1991 1994 1997 2000 2002 2005 2008 0 200 400 600 800 1,000 Observe d VIC Year Monthly streamflow (mm) VIC, 1949-2006 0 200 400 600 800 1,000 0 200 400 600 800 1,000 f(x) = 0.874735896392027 x + 30.3871788980676 R² = 0.864980671747796 Observed streamflow (mm) Simulated streamflow (mm) Runoff ratio = 0.85 NS coefficient = 0.84 Actual observed runoff ratio = 0.75 HJA Lookout Creek Basin (64 km 2 ) Model Base Attributes Timeste p Cell-to- cell communi- cation? Inputs Outputs MC1 – MAPSS- CENTURY- MCFIRE hybrid large-scale, dynamic vegetation model linked with biogeochemica l and fire models monthly No temperature (min, max, mean), precipitation, vapor pressure or mean dew point, DEM, soil texture (X3), soil depths (X3), climate time series carbon pools, soil moisture, vegetation lifeforms and distribution, biomass, nutrient fluxes, streamflow, soil water storage, evapotranspiration RHESSys – Regional Hydro- Ecologic Simulation System watershed scale, hydro- ecological modeling framework, landscape represented hierarchicall y, free from grid-based constraints daily Yes topography (elevation, slope, aspect), air temperature, precipitation, vegetation, drainage network, soil texture, soil depth (X2), radiation, humidity, biome type, leaf area index, climate time series, disturbance history, water holding capacity water fluxes, evaporation, transpiration, snow dynamics, soil water, carbon, photosynthesis, respiration, decomposition, net primary productivity, nitrogen, litterfall, mineralization, photosynthesis VIC – Variable Infiltration Capacity large-scale, grid-based, semi- distributed water and energy balance model with variable infiltration, and non- linear base flow sub- daily to daily No landcover, soil moisture, soil texture, soil depth, precipitation, temperature (min, max, mean), DEM (optional), windspeed, lakes/wetlands (optional), plant root depth streamflow (needs to be routed), runoff, baseflow, energy fluxes, soil moisture/infiltration, canopy precipitation interception, evaporation, evapotranspiration, relative humidity, air temperature, snow, snow-water-equivalent, snow depth, snow interception, snow temperature, snow melt, snow sublimation ESA #39203, PS 86-225 Map created on www.DataBasin.org

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Osborne-Gowey, Jeremiah; Bachelet, Dominique; Mauger, Guillaume; Garcia, Elizabeth; Tague, Christina; Ferschweiler, Ken. 2012. Assessing the skill of hydrology models at simulaing the water cycle in the HJ Andrews LTER: Assumptions, strengths, and weaknesses. Poster presentation at the 2012 Ecological Society of America annual meeting, Portland, Oregon. Short Abstract: Simulated impacts of climate on hydrology can vary greatly as a function of the scale of the input data, model assumptions, and model structure. We chose three models that have been used to simulate current and future streamflow and to estimate the impacts of climate change on the water cycle in the Pacific Northwest, USA (PNW): the MC1 Dynamic Global Vegetation Model, the Regional Hydro-Ecologic Simulation System (RHESSys) model and the Variable Infiltration Capacity (VIC) model. To better understand the differences between the models representations of hydrological dynamics, we compared results between these three models and observed streamflow data for the HJ Andrews Experimental Forest (HJA) experimental forest in the Oregon’s western Cascades. To better characterize the hydrology and make comparisons between models, we calculated runoff and Nash-Sutcliffe model efficiency coefficients.

TRANSCRIPT

Page 1: ESA 2012-Osborne-Gowey-Modeled-Hydrology-Comparison-poster

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, Contact Information: [email protected], 838 NW 28th Street, Corvallis, OR, 97330 USA

RESULTS•Models reasonably approximate streamflow:-timing, magnitude, duration•MC1 overestimates some high flows•RHESSys underestimates low flows•Slight lag in RHESSys spring flows•MC1 and VIC overestimate low flows•All three models had good fit (NS = 0.73-0.84)

INTRODUCTIONSimulated impacts of climate on hydrology can vary greatly as a function of the scale of the input data, model assumptions, and model structure. To better understand differences in models representations of water dynamics at the watershed scale, we compare simulated results from three commonly used models among each other and with observed streamflow data from the HJ Andrews Long Term Ecological Research (LTER) site.

CITATIONS1. MC1 model particulars: http://bit.ly/vIsAeB 2. RHESSys model particulars: http://bit.ly/ujUNYT 3. VIC model particulars: http://bit.ly/tldXDt 4. Lookout Creek stream gage data http://bit.ly/sqEj2V5. Nash, J. E. and J. V. Sutcliffe (1970). River flow

forecasting through conceptual models part I — A discussion of principles, Journal of Hydrology, 10 (3), 282–290.

ACKNOWLEDGEMENTS• Dr. Barb Bond, HJ Andrews LTER, Oregon State University• Dr. David Conklin, Conservation Biology Institute,

Corvallis, OR

CONCLUSIONS•All models produce reasonable results•Arrived at flows based on dissimilar inputs•VIC best model fit (NS = 0.84)•Model selection dependent on questions of interest and scale of study area•Modeled low flows need adjusting•Models could benefit from calibration

•All models run at 800 meter resolution•Observed discharge at Lookout Creek gage4

•Streamflows for RHESSys and VIC in daily increments, aggregated at monthly time steps•Grid cell streamflow values for MC1 spatially aggregated•Calculated runoff ratios and Nash-Sutcliffe model efficiency (NS) coefficients5

METHODS•Used existing modeled data from:

- MC1 dynamic global vegetation (MC1) model 1

- Regional Hydro-Ecologic Simulation System (RHESSys)

model2 - Variable Infiltration Capacity (VIC)

model3

1949

1951

1953

1955

1957

1959

1962

1964

1966

1968

1970

1972

1975

1977

1979

1981

1983

1985

1988

1990

1992

1994

1996

1998

2001

2003

2005

2007

2009

0

200

400

600

800

1,000

Observed

MC1-B57

Year

Mon

thly

str

eam

flow

(mm

)

MC1, 1949-2009

0 200 400 600 800 1,0000

200

400

600

800

1,000

f(x) = 0.892832720119444 x + 12.863493756605R² = 0.770296316669301

Observed streamflow (mm)

Sim

ulat

ed s

trea

mflo

w (m

m)

Runoff ratio = 0.75NS coefficient = 0.76

1958

1960

1962

1963

1965

1967

1968

1970

1972

1973

1975

1977

1978

1980

1982

1983

1985

1987

1988

1990

1992

1993

1995

1997

1998

2000

2002

2003

2005

0

200

400

600

800

1,000

Observed

RHESSys

Year

Mon

thly

str

eam

flow

(mm

)

RHESSys, 1958-2006

0 200 400 600 800 1,0000

200

400

600

800

1,000

f(x) = 0.823453928486588 x + 19.4334289913485R² = 0.765479368357904

Observed streamflow (mm)

Sim

ulat

ed s

trea

mflo

w (m

m)

Runoff ratio = 0.73NS coefficient = 0.73

1949

1951

1953

1955

1957

1959

1962

1964

1966

1968

1970

1972

1975

1977

1979

1981

1983

1985

1988

1990

1992

1994

1996

1998

2001

2003

2005

2007

2009

0

200

400

600

800

1,000

Observed

VIC

Year

Mon

thly

str

eam

flow

(mm

)

VIC, 1949-2006

0 200 400 600 800 1,0000

200

400

600

800

1,000

f(x) = 0.874735896392027 x + 30.3871788980676R² = 0.864980671747796

Observed streamflow (mm)

Sim

ulat

ed s

trea

mflo

w (m

m)

Runoff ratio = 0.85NS coefficient = 0.84

Actual observed runoff ratio = 0.75

HJA Lookout Creek Basin (64 km2)

Model Base Attributes Timestep

Cell-to-cell communi-

cation? Inputs OutputsMC1 – MAPSS-CENTURY-MCFIRE hybrid

large-scale, dynamic vegetation model linked with biogeochemical and fire models

monthly No temperature (min, max, mean), precipitation, vapor pressure or mean dew point, DEM, soil texture (X3), soil depths (X3), climate time series

carbon pools, soil moisture, vegetation lifeforms and distribution, biomass, nutrient fluxes, streamflow, soil water storage, evapotranspiration

RHESSys – Regional Hydro-Ecologic Simulation System

watershed scale, hydro-ecological modeling framework, landscape represented hierarchically, free from grid-based constraints

daily Yes topography (elevation, slope, aspect), air temperature, precipitation, vegetation, drainage network, soil texture, soil depth (X2), radiation, humidity, biome type, leaf area index, climate time series, disturbance history, water holding capacity

water fluxes, evaporation, transpiration, snow dynamics, soil water, carbon, photosynthesis, respiration, decomposition, net primary productivity, nitrogen, litterfall, mineralization, photosynthesis

VIC – Variable Infiltration Capacity

large-scale, grid-based, semi-distributed water and energy balance model with variable infiltration, and non-linear base flow

sub-daily to daily

No landcover, soil moisture, soil texture, soil depth, precipitation, temperature (min, max, mean), DEM (optional), windspeed, lakes/wetlands (optional), plant root depth

streamflow (needs to be routed), runoff, baseflow, energy fluxes, soil moisture/infiltration, canopy precipitation interception, evaporation, evapotranspiration, relative humidity, air temperature, snow, snow-water-equivalent, snow depth, snow interception, snow temperature, snow melt, snow sublimation

ESA #39203, PS 86-225

Map created on www.DataBasin.org