HR: 1340h
AN: H43D-1609    [Abstracts]
TI: Modeling the Effect of Summertime Heating on Urban Runoff Temperature
AU: * Thompson, A M
EM: amthompson2@wisc.edu
AF: University of Wisconsin - Madison Department of Biological Systems Engineering, 460 Henry Mall, Madison, WI 53706, United States
AU: Gemechu, A L
EM: legesse@wisc.edu
AF: University of Wisconsin - Madison Department of Biological Systems Engineering, 460 Henry Mall, Madison, WI 53706, United States
AU: Norman, J M
EM: jmnorman@wisc.edu
AF: University of Wisconsin - Madison Department of Soil Science, 1525 Observatory Drive, Madison, WI 53706, United States
AU: Roa-Espinosa, A
EM: aicardoroa@aol.com
AF: University of Wisconsin - Madison Department of Biological Systems Engineering, 460 Henry Mall, Madison, WI 53706, United States
AB: Urban impervious surfaces absorb and store thermal energy, particularly during warm summer months. During a rainfall/runoff event, thermal energy is transferred from the impervious surface to the runoff, causing it to become warmer. As this higher temperature runoff enters receiving waters, it can be harmful to coldwater habitat. A simple model has been developed for the net energy flux at the impervious surfaces of urban areas to account for the heat transferred to runoff. Runoff temperature is determined as a function of the physical characteristics of the impervious areas, the weather, and the heat transfer between the moving film of runoff and the heated impervious surfaces that commonly exist in urban areas. Runoff from pervious surfaces was predicted using the Green- Ampt Mein-Larson infiltration excess method. Theoretical results were compared to experimental results obtained from a plot-scale field study conducted at the University of Wisconsin's West Madison Agricultural Research Station. Surface temperatures and runoff temperatures from asphalt and sod plots were measured throughout 15 rainfall simulations under various climatic conditions during the summers of 2004 and 2005. Average asphalt runoff temperatures ranged from 23.2°C to 37.1°C. Predicted asphalt runoff temperatures were in close agreement with measured values for most of the simulations (average RMSE = 4.0°C). Average pervious runoff temperatures ranged from 19.7° to 29.9°C and were closely approximated by the rainfall temperature (RMSE = 2.8°C). Predicted combined asphalt and sod runoff temperatures using a flow-weighted average were in close agreement with observed values (average RMSE = 3.5°C).
DE: 1803 Anthropogenic effects (4802, 4902)
DE: 1850 Overland flow
DE: 1871 Surface water quality
SC: Hydrology [H]
MN: 2007 Fall Meeting