. Coastal hydraulic models. Hydraulic models. EXCESS TEMP, "C JAMES R. INFLOW = 2000 ffVs HIGH WATER SLACK PLAN 2. EXCESS TEMP, "C JAMES R. INFLOW = 2000ftVs LOW WATER SLACK PLAN 2 Figure 3-88. Excess temperature distributions, Surry Nuclear Power Station, plan 2, James River (after Pritchard, 1967). 87. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Hudson, Robert Y. Fort Belvoir, Va. : U. S. Coastal Engineering
. Coastal hydraulic models. Hydraulic models. EXCESS TEMP, "C JAMES R. INFLOW = 2000 ffVs HIGH WATER SLACK PLAN 2. EXCESS TEMP, "C JAMES R. INFLOW = 2000ftVs LOW WATER SLACK PLAN 2 Figure 3-88. Excess temperature distributions, Surry Nuclear Power Station, plan 2, James River (after Pritchard, 1967). 87. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Hudson, Robert Y. Fort Belvoir, Va. : U. S. Coastal Engineering Research Center ; Springfield, Va. : available from National Technical Information Service
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