IMPACT OF WIND: PLANNING FOR SUSTAINABLE PIT LAKES
We applied the modified Schmidt stability, Wedderburn Number, and Lake Number calculations to a filling pit lake near Ridgeway, South Carolina, USA from 2001 to 2002. Modified Schmidt stability calculations showed that the lake was most stable during the summer and prone to mixing in winter. The lake was highly unstable during reclamation and during silt laden density current influents.
Model results showed that average daily wind speeds of up to 20 mph in summer would not force surface water to the metalimnion or to the bottom of the lake. However, calculations for winter lake configurations showed that average daily wind speeds ³3 mph would force surface water to the metalimnion and average daily wind speeds ³13 mph would force surface water to the bottom of the lake. Assessment of the wind field showed that most wind impacted the lake from the east-west axis, which coincided with the lakes longest axis. Average daily wind speeds indicated that the lake had little chance of mixing to the thermocline or lake bottom in summer but was prone to surface-to-thermocline mixing in the winter because average daily wind speeds in winter were 3.9 mph. The lake was less likely to undergo surface to bottom mixing because maximum average daily wind speeds were 12.1 mph. However, consistent daily wind speeds, which exceeded the surface-to-thermocline threshold, deepened the epilimnion. Slightly less than half (46%) of the days during February02 had wind speeds which exceeded 3.0 mph.