Level II scour analysis for Bridge 20 (SHELTH00220020) on Town Highway 22, crossing Black Creek, Sheldon, Vermont
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[1] V. R. Schneider,et al. GUIDE FOR SELECTING MANNING'S ROUGHNESS COEFFICIENTS FOR NATURAL CHANNELS AND FLOOD PLAINS , 1989 .
[2] G. Tasker,et al. Progress report on flood magnitude and frequency of Vermont streams , 1974 .
[3] Donald C. Hayes. SITE SELECTION AND COLLECTION OF BRIDGE-SCOUR DATA IN DELAWARE, MARYLAND, AND VIRGINIA. , 1993 .
[4] M. A. Benson,et al. Factors influencing the occurrence of floods in a humid region of diverse terrain , 1963 .
[5] L A Arneson,et al. USER'S MANUAL FOR WSPRO -- A COMPUTER MODEL FOR WATER SURFACE PROFILE COMPUTATIONS , 1998 .
[6] Stanley R. Davis,et al. Evaluating scour at bridges. , 1995 .
[7] V R Schneider,et al. BRIDGE WATERWAYS ANALYSIS MODEL: RESEARCH REPORT. FINAL REPORT , 1986 .
[8] H. Barnes. Roughness characteristics of natural channels , 1967 .
[9] Eric S. Clyde,et al. Design of Riprap Revetment , 1989 .
[10] Emmett M. Laursen,et al. Scour at Bridge Crossings , 1960 .
[11] Peter F. Lagasse,et al. Stream stability at highway structures. , 1995 .
[12] David C. Froehlich. Local Scour at Bridge Abutments , 1989 .