Hydraulic Analysis of Box Culverts
Author : James R. Link
Publisher :
Page : 94 pages
File Size : 24,93 MB
Release : 1964
Category : Culverts
ISBN :
Author : James R. Link
Publisher :
Page : 94 pages
File Size : 24,93 MB
Release : 1964
Category : Culverts
ISBN :
Author : Lester A. Herr
Publisher :
Page : 68 pages
File Size : 33,27 MB
Release : 1964
Category : Culverts
ISBN :
Author : Richard C. Tennent
Publisher :
Page : 54 pages
File Size : 20,19 MB
Release : 1966
Category : Culverts
ISBN :
Author : United States. Federal Highway Administration. Hydraulics Branch
Publisher :
Page : 188 pages
File Size : 12,65 MB
Release : 1972
Category : Culverts
ISBN :
Author : Richard C. Tennent
Publisher :
Page : 56 pages
File Size : 23,92 MB
Release : 1966
Category : Culverts
ISBN :
Author :
Publisher :
Page : 324 pages
File Size : 49,49 MB
Release : 1975
Category : Highway engineering
ISBN :
Author :
Publisher :
Page : 210 pages
File Size : 22,30 MB
Release : 1980
Category :
ISBN :
Author :
Publisher :
Page : 14 pages
File Size : 47,72 MB
Release : 1961
Category : Runoff
ISBN :
Author :
Publisher :
Page : 332 pages
File Size : 37,70 MB
Release : 1983
Category : Channels (Hydraulic engineering)
ISBN :
Author : Jeffrey Shafer
Publisher :
Page : 98 pages
File Size : 40,91 MB
Release : 1998
Category : Culverts
ISBN :
A broken-back culvert is defined as a culvert in which one or more breaks occur in the culvert profile. An analysis model called Broken-Back Culvert Analysis Program (BCAP) was developed to evaluate the hydraulic performance of such culverts. BCAP uses design inputs of discharge, culvert shape, size, material, and inlet type, culvert profile and tailwater conditions to predict the headwater depth, water surface profile and outlet velocity of a broken-back culvert. Using this information, the user can determine if the culvert is operating satisfactorily or if it needs to be modified by either altering the culvert design or adding an energy dissipator to the culvert. An important feature of BCAP is the ability to predict the occurrence, location, and length of hydraulic jumps inside broken-back culverts. Model results compared favorably to those from tests completed in the Hydraulics Laboratory at the University of Nebraska-Lincoln and to compatible tests from the Federal Highway Administration computer program HY8.