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<br />II-A-l. <br /> <br />II-A-2. <br /> <br />II-A-3. <br /> <br />II-B-l. <br /> <br />II-B-2. <br /> <br />II-C-l. <br /> <br />Herr, Lester A. and Bossy, Herbert G., HYDRAULIC <br />CHARTS FOR THE SELECTION OF HIGHWAY CULVERTS, <br />Federal Highway Administration, U.S. Government <br />Printing .Office, Washington D.C., 1965, 54 pp. <br />(Hydraulic Engineering Circular No.5) <br /> <br />aerr, Lester A. and Bossy, Herbert G., CAPACITY <br />CHARTS FOR THE HYDRAULIC DESIGN OF HIGHWAY CULVERTS, <br />Federal Highway Administration, U.S. Government <br />Printing Office, washington D.C., 1965, 90 p. <br />(Hydraulic Engineering Circular No. 10) <br /> <br />Harrison, L. J., Morris, J. L., Normann, J. M., and <br />Johnson, F. L., HYDRAULIC DESIGN OF IMPROVED INLETS <br />FOR CULVERTS, Federal Highway Administration, <br />U.S. Government Printing Office, washington, D.C., <br />August 1972, 150 pp. (Hydraulic Engineer Circular <br />No. 13) <br /> <br />Normann, J. M., DESIGN OF STABLE CHANNELS WITH <br />FLEXIBLE LININGS, Federal Highway Administration, <br />October 1975 <br /> <br />AASHTO, Highway Drainage Guidelines, GUIDELINES FOR <br />THE HYDRAULIC DESIGN OF CULVERTS, Vol. IV, 1975, <br />45 pp. <br /> <br />Searcy, James K., USE OF RIPRAP FOR BANK PROTECTION, <br />Federal Highway Administration, Washington, D.C., <br />1967, pp. 43. <br /> <br />II-6 <br />