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<br />, <br /> <br />TECHNICAL PAPERS (Continued) <br /> <br />Price <br />$2.00 each <br /> <br />#68 Interactive Nonstructural Flood-Control Planning, <br />David T. Ford, June 1980, 12 Pages. <br /> <br />#69 Critical Water Surface by Minimum Specific Energy Using the <br />Parabolic Method, Bill S. Eichert, 1969, 15 pages. <br /> <br />#70 Corps of Engineers' Experience with Automatic Calibration <br />of a Precipitation-Runoff Model, David T. Ford, <br />Edward C. Morris, and Arlen D. Feldman, May 1980, <br />12 pages. <br /> <br />#71 Determination of land Use from Statellite Imagery for Input <br />to Hydrologic Models, R. Pat Webb, Robert Cermak, and <br />Arlen Feldman, April 1980, 18 pages. <br /> <br />#72 Application of the Finite Element Method to Vertically Stratified <br />Hydrodynamic Flaw and Water Quality, Robert C. MacArthur <br />and William R. Norton, May 1980, 12 pages. <br /> <br />#73 Flood Mitigation Planning Using HEC-SAM, Darryl W. Davis, <br />June 1980, 17 pages. <br /> <br />#74 Hydrographs by Single linear Reservoir Model, John T. Pederson, <br />John C. Peters, Otto J. Helweg, May 1980, 17 pages. <br /> <br />#75 HEC Activities in Reservoir Analysis, Vern R. Bonner, <br />June 1980, 10 pages. <br /> <br />#76 Institutional Support of Water Resource Model, John C. Peters, <br />May 1980, 23 pages. <br /> <br />#77 Investigation of Soil Conservation Service Urban Hydrology <br />Techniques, Duke G. Altman, William H. Espey, Jr. and <br />Arlen Feldman, May 1980, 14 pages. <br /> <br />#78 Potential for Increasing the Output of Existing Hydroelectric <br />Plants, Darryl W. Davis and John J. Buckley, June 1981, <br />20 pages. <br /> <br />#79 Potential Energy and Capacity Gains from Flood Control <br />Storage Reallocation at Existing U.S. Hydropower <br />Reservoirs, Bill S. Eichert and Vern R. Bonner, June 1981, <br />18 pages. <br /> <br />#80 Use of Non-Sequential Techniques in the Analysis of Power <br />Potential at Storage Projects, Gary M. Franc, June 1981, <br />18 pages. <br /> <br />19 <br />