Hydrologic modelling at a continuous permafrost site using MESH. S. Pohl, P. Marsh, and S. Endrizzi

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Hydrologic modelling at a continuous permafrost site using MESH S. Pohl, P. Marsh, and S. Endrizzi

Purpose of Study Test the latest version of MESH at a continuous permafrost site Model performance will be evaluated against observed: basin runoff spatially distributed snow cover area spatially distributed sensible and latent heat Problem areas of the model will be identified Approaches of including the spatial variability in snow cover and surface energy balance factors will be tested and their impact on model performance will be quantified

Model Runs MESH version 1.3 (released Aug 17, 2009) was run for TVC from 1996 to 2006 Runs were conducted for the period May 1 st to Sep 30 th each year. Model was run at resolution of 1 km Initial base case runs were carried out using standard vegetation based landcover classes: tundra, shrub tundra, forest, water

Trail Valley Creek Land Cover TMM

Calibration Initial model parameters were taken from Dornes et al. 2008 MESH version 1.3 uses three new interflow parameters: Drainage Density, Average Overland. Slope, and Hydraulic Conductivity of the Soil at a depth of 1m MESH appears to be is very sensitive to those three parameters 1996 and 1999 were used to calibrate these three parameters along with the closely related soil hydraulic conductivity at the surface.

Calibration Years R = 0.94 R = 0.92 Note: Dornes et al. 2008 model parameters used + calibration of 3 new parameters

Modelled Years 1998 and 2000 to 2003 R = 0.72 R = 0.98 R = 0.86 R = 0.31

Modelled Years 2003 to 2006 R = 0.77 R = 0.73 R = 0.66

Model Base Case Run Statistics Modelled Peak Volume Modelled Total Flow Volume Modelled Spring Flow Volume % % % 1996 106 72 94 0,94 1998 90 132 159 0,72 1999 139 89 102 0,92 2000 114 111 116 0,98 2001 79 122 134 0,86 2002 59 123 151 0,31 2003 128 124 186 0,77 2004 70 108 110 0,73 2005 133 99 144 0,66 R AVG 102 109 133 0,77 AVG without Cal. Years 96 117 143 0,72

Major Problems with the Model Simulation Early rise to the snowmelt peak Summer runoff events are under predicted

Model Results: Basin Average SCA

Model Results: Spatial Variability of SCA Observed Simulated May 25, 1996: SCA Mean = 62% Range 24% - 99% May 25, 1996: SCA Mean = 64% Range 55% - 90%

Spatial Variability in SCA (1996) Observed SCA Modelled SCA Date AVG Max Min Range AVG Max Min Range % % % % % % % % 23-May 90 100 55 45 90 97 81 16 25-May 62 99 24 75 65 90 55 35 28-May 40 89 13 76 38 74 27 47 1-Jun 14 40 2 38 8 23 1 22 5-Jun 11 32 0 32 3 0 8 8 8-Jun 4 15 0 15 0 0 0 0

Spatial Variability in SCA Spatial variability of SCA during melt is under predicted by the model Naturally occurring spatial variability can be attributed to two factors: - Spatially variable end of winter snow cover due to re-distribution from blowing snow - Spatial variability in the snowmelt energy balance (radiation and turbulent fluxes)

Modified MESH Runs Additional topography based land classes (GRU s) will added: windswept tundra and snow drifts; These are aimed at improving the representation of the end-of-winter snowcover Existing land classes will be divided according to slope and aspect in order to enable appropriate input of incoming solar and long wave radiation Energy inputs will be pre-processed and representative values chosen from detailed small scale GEOtop model runs

Importance of Drifts Drifts, of various size from small to very large, form every winter as a result of blowing snow events Drifts occupy about 8% of TVC but may hold up to 33% of the end of winter SWE Late lying drifts augment the usually low early summer flows and keep the water table downstream of their location relatively high Drift areas were determined from output of the PBSM, late winter snow surveys and late spring satellite images

MESH Modelled Runoff including Drifts Additional runoff occurred during the receding portion of the snowmelt peak As a result, early summer runoff events are slightly higher, but the simulation of late summer runoff events is not improved

Model Statistics with Drifts Modelled Peak Volume Modelled Peak Volume Modelled Total Flow Volume Modelled Total Flow Volume Modelled Spring Flow Volume Modelled Spring Flow Volume no driks with DriKs no driks with DriKs no driks with DriKs R no driks R with DriKs % % % % % % 1996 106 66 72 69 94 88 0,94 0,93 1998 90 83 132 139 159 168 0,72 0,68 1999 139 124 89 113 102 138 0,92 0,91 2000 114 90 111 121 116 125 0,98 0,96 2001 79 79 122 128 134 140 0,86 0,83 2002 59 76 123 150 151 192 0,31 0,4 2003 128 124 124 147 186 225 0,77 0,81 2004 70 65 108 126 110 129 0,73 0,74 2005 133 111 99 104 144 153 0,66 0,71 AVG 102 91 109 122 133 151 0,77 0,77 AVG without Cal Years 96 90 117 131 143 162 0,72 0,73

Basin Average SCA with Drifts

Spatial Variability in SCA with Drifts Observed SCA Modelled SCA without drifts Modelled SCA with Drifts Date AVG Range AVG Range AVG Range % % % % % % 23-May 90 45 90 16 91 13 25-May 62 75 65 35 68 36 28-May 40 76 38 47 43 58 1-Jun 14 38 8 22 14 38 5-Jun 11 32 3 8 9 26 8-Jun 4 15 0 0 6 19

Future Work with MESH MESH output of surface energy balance (especially turbulent fluxes of sensible and latent heat) will be compared to MAGS aircraft data Available aircraft data consists of basin averages and 3-km gridded datasets. Both datasets will be compared to MESH output data GEOtop output data will be used to find optimal MESH setup that includes as much spatial information on surface energy fluxes as possible while retaining computational efficiency

GEOtop Runs mirroring MESH Computational Efficiency Fully distributed at 10 m resolution Matching MESH using several slope and aspect classes per landcover (i.e. steep, average, moderate south facing tundra etc.) Matching MESH using one slope and aspect class per landcover (i.e. south and north facing tundra etc.) Matching MESH using vegetation based land cover classes Information on spatial distribution

Using GEOtop to simulate GRUs at same scale as MESH For each MESH grid, we will: Run GEOtop at several resolutions ranging from high resolution (10m) to a resolution that would equal the conditions of a MESH GRU. GEOtop Grids in MESH Grid/GRU MESH Mode This will allow us to test a variety of GRU configurations before running MESH. Various combinations of slope/aspect and vegetation, and their impact on SCA and turbulent fluxes, for example, can be tested this way.

Summary MESH was able to simulate the spring snowmelt runoff rather well Summer rainfall induced runoff events seemed to be underpredicted Average basin SCAs were forecast well but the spatial variability of the SCAs within the basin was considerably under predicted The inclusion of drifts improved the simulation of late season average SCAs and their spatial variability Future work will be particularly aimed at improving the simulation of the spatially variable surface energy balance within MESH

Data available for inclusion in the IP3 data repository Data to enable the user to run MESH from 1996 to 2006 from May 1 st to Sep 30 th for TVC will be made available Data consists of: hourly air temperature, humidity, station air pressure, precipitation, windspeed, incoming solar radiation and incoming long wave radiation End of winter, landcover based, snow surveys to enable the construction of an initial snow cover Parameter files and output files from our MESH runs can also be added to the archive (if desired) to enable the reconstruction of MESH runs in the future

Many thanks to: Pablo Dornes Bruce Davison Brenda Toth Cuyler Onclin Mark Russell Heather Haywood

Thank you very much