The scenario is a fuel (gasoline) truck spill. A nearby public water-supply well, indicated by the blue dot, is threatened. Management decisions need to account for uncertainty in permafrost distribution, variation in water-supply pumping, and an action response to the spill. The cross-hatched area in the figures represents permafrost and the shaded area represents a cryogenic curtain wall. The examples show how modeling can be used to better understand ground-water dynamics for engineered or natural attenuation project ojectives. Please note this simulation does not represent an actual spill in Fairbanks.
The images show simulated benzene concentration levels in micrograms per liter. The flow field is steady state and the simulations end when the water-supply well is impacted or at 10 years. The models were run on a Cray YMP and took 40-45 seconds for 60 time steps and 60-70 seconds for 120 time steps. No "manual" (code changing) optimization was applied. The Cray compiler used full automatic optimization.
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Larry Hinzman (ffldh@aurora.alaska.edu) Water and Environmental Research Center University of Alaska Fairbanks Fairbanks, Alaska 99775 Tel: (907) 474-7331, Fax: (907) 474-7979 |
Michael R. Lilly (fymrl@aurora.alaska.edu) Water and Environmental Research Center University of Alaska Fairbanks Fairbanks, Alaska 99775 Tel: (907) 479-8891, Fax: (907) 474-7979 |
Sergei Maurits (maurits@arsc.edu) Arctic Regions Supercomputing Center University of Alaska Fairbanks Fairbanks, Alaska 99775 Tel: (907) 474-5591 |
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