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<br /> <br /> <br />September inflow equivalent to 55-60 <br />percent of annual inflow (table 5; <br />Robbins and Bales, 1995). Estimated <br />mean water residence time was about <br />7 days for the Pamlico and Neuse <br />River estuaries during September, <br />compared to a long-ternl annual aver- <br />age 01'72 and 68 days for these estuar- <br />ies, respectively (Bales and Robbins, <br />1995; Robbins and Bales, 1995). <br />During September-October 1999, <br />the total freshwater inflow volume to <br />Pamlico Sound was equivalent to <br />about 83 percent of the total volume <br />of the Sound, whereas under nonnal <br />conditions inflow volume during these <br />2 months is equivalent to about 13 percent <br />of the volume of the Sound (table 5; Giese <br />and others, 1985). This means that by the <br />end of October much of the water that was <br />in the Sound at the beginning of September <br />could have been displaced by floodwaters. <br />In September alone, the freshwater <br />inflow to Pamlico Sound was about an <br />order of magnitude greater than nonnal <br />(table 5). Although the Roanoke River <br />Basin comprises almost one-third of the <br />total Pamlico Sound drainage area, fresh- <br />water inflow from this basin accounted for <br />only about 10 percent of the total inflow to <br />the Sound because of (1) the presence of a <br />large flood-control reservoir near the <br />downstream end of the basin and (2) the <br />paths of the hurricanes, whieh avoided <br />much of the basin (fig. 2). On the other <br />hand, the Neuse and Tar-Pamlico River <br />Basins, which together compose about <br /> <br />USGS staff making a discharge measurement using an acoustic Doppler current <br />profiler on the Tar River <br /> <br />~ <br />~ <br />~ <br />~ <br /> <br /> <br /> <br />Results of ADCP measurement at Tar River at Tarboru, :\J.C, showing CTOSS- <br />sectional distribution of velocity_ Negative velocities in the center of the channel <br />are about 5 feet per second and are oriented do\'.mstream. Kate upstream eddies <br />along the left edge. Total measured discharge was 33,600 ft3/s, and the width of <br />the measured cross section was 1,120 feet. <br /> <br /> <br />Tar River at Greenville, N.C. <br /> <br />31 percent of the Pamlico Sound drainage area, <br />eontributed about 44 percent ofthe inflow to the <br />Sound in September, and more than half of the <br />inflow to the Sound in October. This is particu- <br />larly important because both of these rivers <br />drain directly to Pamlico Sound and because <br />these rivers are known to carry relatively high <br />loads of nutrients and other contaminants (North <br />Carolina Department of Environment, Health, <br />and Natural Resources, 1993, 1994; Hamed and <br />others, 1995). <br /> <br />~ <br />~ <br />~ <br />~ <br /> <br />Two rvlonths. of Flooding in Eastern :'\orth Carolina. September-Dctober 1999 <br />