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Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University of Washington 53 rd Arctic Science Conference University of Alaska Fairbanks September 19, 2002

Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

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Page 1: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin

Dennis P. LettenmaierDepartment of Civil and Environmental Engineering

University of Washington

53rd Arctic Science ConferenceUniversity of Alaska Fairbanks

September 19, 2002

Page 2: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Thermohaline Circulation

G. Holloway, Institute of Ocean Sciences, Sidney, BC

Page 3: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Arctic drainage basin

Ob

Mackenzie

Lena

Yenesei

0

20

40

60

80

100

45 55 65 75

Latitude (degrees)

Ba

sin

Are

a (

%)

gauged area

ungauged area

Page 4: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University
Page 5: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University
Page 6: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Mackenzie River basin early version VIC snow season length results

RS

T Index

Energy Balance

Page 7: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Ob River basin early version VIC snow season length results

RS

T Index

Energy Balance

Page 8: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

• 21 participating land surface models (typically land surface representations in coupled land-atmosphere models, representing surface energy and water balances

• Study site: Torne-Kalix River basin (Sweden and Finland), ~58,000 km2

• Each model provided ~10 years of gridded (1/4 degree) surface radiative and meteorological forcings

• Streamflow, snow extent, and surface water balance observed or inferred from observations

PILPS (Project for Intercomparison of Land surface Parameterization Schemes) Experiment 2e

Page 9: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Figure 1. Location of the Torne and Kalix Rivers (red) within the BALTEX domain (white)

Page 10: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Mean annual snowfall apportionment to melt and sublimation

Page 11: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Predicted annual average latent heat flux (1989 – 1998) and estimate from basin water balance

Page 12: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Predicted average last day of snow cover (1989 – 1998) and satellite estimate

Page 13: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

PILPS-2e Conclusions• Inter-model variations in mean annual runoff were primarily related to

winter snow sublimation, even though summer ET was much higher.

• Storage of snowmelt runoff in the soil column primarily influenced the timing of peak runoff, rather than volume.

• Models with high sublimation generally lost their snow pack too early and underpredicted annual runoff. Differences in snow sublimation were largely a result of differences in snow surface roughness.

• The greatest among-model differences in energy and moisture fluxes occurred during the spring snowmelt period.

• Differences in net radiation were governed by differences in the surface temperature during winter, and by differences in surface albedo during snowmelt, but were minor when snow was absent

• The formulation of aerodynamic resistance and stability corrections in areas of no overstory were at least as important as the sensitivity to representation of canopy interception in explaining intermodel differences in winter evaporation.

Page 14: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University
Page 15: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Lakes and wetlands

Source: San Diego State University Global Change Research Group

Page 16: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Landcover from Landsat MSS images (Muller et al. 1999).

Putuligayuk River

Page 17: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Snowmelt water balance

Snow Water Equivalent +87 +124 +89Surface Runoff -56 -87 -56

Evaporation/Condensation

-6 -7 +4

Change in SurfaceStorage

+25 +30 +37

1999 2000 2001

Page 18: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Saturated extent 1999 and 2000

0

100

200

300

400

6/10 6/30 7/20 8/9 8/29Inu

nd

ate

d a

rea

(km

2 )

19992000

2000

= wet = dry

a.

b. c. d. e.

Page 19: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Predicting the effects of lakes and wetlands

• Lake energy balance based on:– Hostetler and Bartlein

(1990)

– Hostetler (1991)

• Assumptions:– One “effective” lake for

each grid cell;

– Laterally-averaged temperatures; and

Page 20: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Lake energy balance

Page 21: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Lake surface energy balance

Mean daily values, June-August 2000

Mean diurnal values, June-August 2000‘Lake 1’, Arctic

Coastal Plain, Alaska

Page 22: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Observed

Simulated

Mean temperature profile (1993-1997)Toolik Lake, Alaska

Page 23: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Lake ice formation and break-upTorne River, Sweden

ice formationice break-up

= area > 20 km2 = area < 20 km2

Page 24: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Wetland Algorithm

soilsaturated

land surface runoff enters

lake

evaporation depletes soil

moisture

lake recharges

soil moisture

Page 25: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Simulated saturated extentPutuligayuk River, Alaska

Page 26: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Simulated mean annual evaporation

with lake algorithm without lake algorithm

• Simulated annual evaporation increases by 60%

Page 27: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Blowing Snow

Günter Eisenhardt 3.31.2002, Iceland

Page 28: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Distribution of terrain slopes

Trail Valley Creek, NWT Imnavait Creek, Alaska

Page 29: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Sub-grid variability in wind speed

• Wind speeds assumed to follow a Laplace (double exponential) distribution

• Requires the standard deviation of wind speed, proportional to: – grid cell mean wind speed – standard deviation of terrain slope– autocorrelation of terrain slope

• Total sublimation flux found by summing sublimation for the average wind speed of ten equally-probable intervals

Page 30: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Non-equilibrium Transport

average fetch, f

transport = 0

transport = Qt(x= f)

snow

Page 31: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Estimating average fetch

vegetation type terrain slope terrain st. dev

Page 32: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

Simulated annual sublimation from blowing snow

Sensitivity to fetch

Page 33: Advances in Macroscale Hydrology Modeling for the Arctic Drainage Basin Dennis P. Lettenmaier Department of Civil and Environmental Engineering University

SWE and active layer depth