Progress Report on Hydraulics of Culverts
Author : John L. French
Publisher :
Page : 120 pages
File Size : 50,84 MB
Release : 1967
Category : Culverts
ISBN :
Author : John L. French
Publisher :
Page : 120 pages
File Size : 50,84 MB
Release : 1967
Category : Culverts
ISBN :
Author : John L. French
Publisher :
Page : 254 pages
File Size : 42,52 MB
Release : 1961
Category : Culverts
ISBN :
Author : John L. French
Publisher :
Page : 64 pages
File Size : 42,63 MB
Release : 1956
Category : Culverts
ISBN :
Author : John L. French
Publisher :
Page : 120 pages
File Size : 18,98 MB
Release : 1967
Category : Culverts
ISBN :
Author : John L. French
Publisher :
Page : 144 pages
File Size : 35,76 MB
Release : 1955
Category : Culverts
ISBN :
Author : United States. Federal Highway Administration. Hydraulics Branch
Publisher :
Page : 188 pages
File Size : 22,50 MB
Release : 1972
Category : Culverts
ISBN :
Author : Richard C. Tennent
Publisher :
Page : 88 pages
File Size : 49,39 MB
Release : 1970
Category : Culverts
ISBN :
Author : United States. National Bureau of Standards
Publisher :
Page : 696 pages
File Size : 23,43 MB
Release : 1968
Category : Hydraulic engineering
ISBN :
Author :
Publisher :
Page : 562 pages
File Size : 16,99 MB
Release : 1974
Category : Highway research
ISBN :
Author : Blake P. Tullis
Publisher : Transportation Research Board
Page : 123 pages
File Size : 19,62 MB
Release : 2012
Category : Culverts
ISBN : 0309258677
Research in the area of culvert hydraulics has centered on concrete box culverts and circular corrugated metal pipe culverts. The hydraulic analyses of these culvert types have been well defined for conventional installations, but not for environmentally sensitive and nontraditional culverts. It is desirable to design and construct some culvert crossings to minimize their impact on the natural environment. Culverts are now being designed to maintain natural velocities and minimize turbulence to allow migratory species to pass through the culvert barrel. Such designs may add baffles on the invert, bury the culvert invert, or use bottomless culverts to provide for a natural stream invert. Other designs use larger and wider culverts to reduce the amount of contraction and acceleration.