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<br />DOWNSTREAM EFFECTS OF THE LEVEE OVERTOPPING AT <br />WILKES-BARRE, PA, DURING TROPICAL STOR~ AGNES(l) <br /> <br />By <br />Arlen D. Feldman(2) <br /> <br />ABSTRACT <br /> <br />A rainfall-runoff model for Tropical Storm Agnes in the Susquehanna <br />River Basin was developed. A reservoir operation model was also developed <br />in order to compute regulated streamflows. Susquehanna River flood dis- <br />charges were computed for Wilkes-Barre. PA, for both levee nonovertopping <br />and levee overtopping conditions. The levee overtopping conditions were <br />modeled using storage-outflow relations developed from water surface pro- <br />files for the Wilkes-Barre reach. If the levee had been sufficiently high <br />to contain the flow, the peak discharge would have been increased and <br />occurred earlier. Translating this earlier and larger peak downstream <br />would have resulted in practically a 10 percent increase in the peak dis- <br />charge at Sunbury. This large peak is due to both the increased peak <br />at Wilkes-Barre and coincident timing with the peak coming from the West <br />Branch of the Susquehanna River. Since the actual peak flow at Sunbury <br />was within inches of the top-of-levee, a potentially disasterous flood <br />could have occurred at Sunbury if the Wilkes-Barre levee had not been <br />overtopped. <br /> <br />BACKGROUND FOR THE STUDY <br /> <br />The Hydrologic Engineering Center was requested by the Corps of <br /> <br /> <br />Engineers, North Atlantic Division, to participate in a special hydrologic <br /> <br />study of Tropical Storm Agnes, June 1972, in the Susquehanna and three <br /> <br />other east coast river basins. The flood waters produced by Agnes rain- <br /> <br />fall along with local frontal storms produced record flooding in many <br /> <br /> <br />parts of the Susquehanna River Basin. The town of Wilkes-Barre, PA, was <br /> <br />particularly hard-hit when flood waters overtopped the levees and inun- <br /> <br />dated the flood plain on which most of the city was built. Cities down- <br /> <br />stream from Wilkes-Barre were also flooded, but the severity of the <br /> <br />(l)For presentation at the 54th Annual Meeting of American Geophysical <br />Union, April 1973, Washington, D.C. <br /> <br />(2)Research Hydraulic Engineer, The Hydrologic Engineering Center, U.S. <br />Army Corps of Engineers, Davis, California. <br />