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<br />This study presents an analysis of various procedures commonly used for <br />armoring a bank by placement of flexible rock revetment, also known as riprap or <br />riprap lining, to protect highway structures from damage caused by channel <br />erosion. The study was funded by the Federal Highway Administration (FHWA) as <br />part of their effort to develop streambank stabilization measures in the feder- <br />ally coordinated program of Highway Research, Development, and Technology. <br />Dr. Roy E. Trent is the FHWA's technical representative for the study. <br /> <br />Procedures for design of riprap have been prepared by a number of agencies, <br />such as FHWA, U. S. Army Corps of Engineers (USCE), U. S. Bureau of Reclamation <br />(USBR), and California Department of Trafi$portation (CALTRANS, formerly Califor- <br />nia Department of Public Works, Division of Highways), The various design pro- <br />cedures have been identified in table 1, using an abbreviation for brevity, <br /> <br />The purpose of this research effort is to evaluate inconsistencies or <br />possible deficiencies in the procedures described in HEC-ll and HEC-15 for <br />design of rock rip rap . Other procedures for rip rap design, such as "Hydraulic <br />Design of Flood Control Channels," (EM-160l) and the "Bank and Shore Protection <br />in California Highway Practice" manual (Cal-B&SP) were also evaluated. All of <br />the design procedures included in this study were reviewed with the intent of <br />providing information needed for interim and long-term approaches for the prac- <br />tical and functional design of riprap. <br /> <br />Table 1. Agency, publication title, and abbreviated title of <br />various rock riprap design procedures. <br /> <br />Agency <br /> <br />Title and date of <br />rip rap design procedure <br /> <br />Procedure <br />abbreviation <br /> <br />Federal Highway Administra- <br />tion (FHWA) <br /> <br />California Department of <br />Transportation (CALTRANS) <br /> <br />u.S. Army Corps of Engineers <br />(USCE) <br /> <br />American Society of Civil <br />Engineers (ASCE) <br /> <br />Simons and Senturk <br /> <br />u.S. Bureau of Reclamation <br />(USBR) <br /> <br />Oregon Department of <br />Transportation <br /> <br />Hydraulic Engineering Circulars: <br />Use of rip rap for bank protec- <br />tion (Searcy, 1967), <br />Design of stable channels with <br />flexible linings (Normann, 1975) <br /> <br />Bank and shore protection in <br />California highway practice <br />(1970) <br /> <br />Hydraulic design of flood control <br />channels, EM 1110-2-1601 (1970) <br /> <br />Sedimentation Engineering, Manual <br />No, 54 (Vanoni, 1975) <br /> <br />Sediment transport technology <br />(1977) <br /> <br />Hydraulic design of stilling <br />basins and energy dissipators <br />(Peterka, 1958, Engineering <br />monograph No. 25) <br /> <br />Keyed riprap (no date given) <br /> <br />HEC-ll <br /> <br />HEC-15 <br /> <br />Cal-B&SP <br /> <br />EM-1601 <br /> <br />Man-54 <br /> <br />Simons-STT <br /> <br />USBR-EM-25 <br /> <br />ODOT <br /> <br />3 <br />