1967 Fall.Includes bibliographical references (pages 39-43).The procedures used in, and results of, experiments to determine the size and geometry of scour holes in flat, loose rock beds at culvert outlets are given. A review of four recent approaches to the problem is also included. From a dimensional analysis, the depth of scour at such an outlet is related to the discharge and bed characteristics. The depth of scour has then been related to the length, width and volume of scour. The relations are severely restricted in their application to the range of outlet conditions. Practical examples of data use are given. Results are presented in graphic form
Unexpected scour at foundation at stratified bed conditions leads to structure damage or failure and...
© 2014 American Society of Civil Engineers. Culverts are built at a location in a waterway that cros...
Local scour downstreams of a stilling basin with hydraulic jump has been investigated experimentally...
8212225081982PDFTech ReportFHWA/RD-82/011DOT-FH-11-9227Culvert outletsScourUnited StatesUnited State...
In this project, observation and evaluation of erosion downstream of non-full flowing culvert outlet...
Researchers have done studies on scour hole formation by culvert outlet over the years. A compendium...
Among various hydraulic structures, culvert is the most likely one which usually blocks by the debri...
Based on laboratory tests on partly-full flow culverts, an empirical model for prediction of the max...
Culverts are built at a location in waterway cross a road or railway. The narrowing cross section of...
3D full flowing horizontal jet scour has been traditionally used to simulate culvert scour in labora...
Numerous studies have been conducted on scouring in a laboratory setting and most of them have been ...
Few research were done on gradual channel experiment. In this experiment, the study of local scour w...
This experimental study is concerning with the scouring at the outlet of a box culverts. The blockag...
Riprap continues to be the most widely used method for protection of erodible channel boundaries. In...
Scour is a hydraulic engineering problem that is detrimental to hydraulic structure located near the...
Unexpected scour at foundation at stratified bed conditions leads to structure damage or failure and...
© 2014 American Society of Civil Engineers. Culverts are built at a location in a waterway that cros...
Local scour downstreams of a stilling basin with hydraulic jump has been investigated experimentally...
8212225081982PDFTech ReportFHWA/RD-82/011DOT-FH-11-9227Culvert outletsScourUnited StatesUnited State...
In this project, observation and evaluation of erosion downstream of non-full flowing culvert outlet...
Researchers have done studies on scour hole formation by culvert outlet over the years. A compendium...
Among various hydraulic structures, culvert is the most likely one which usually blocks by the debri...
Based on laboratory tests on partly-full flow culverts, an empirical model for prediction of the max...
Culverts are built at a location in waterway cross a road or railway. The narrowing cross section of...
3D full flowing horizontal jet scour has been traditionally used to simulate culvert scour in labora...
Numerous studies have been conducted on scouring in a laboratory setting and most of them have been ...
Few research were done on gradual channel experiment. In this experiment, the study of local scour w...
This experimental study is concerning with the scouring at the outlet of a box culverts. The blockag...
Riprap continues to be the most widely used method for protection of erodible channel boundaries. In...
Scour is a hydraulic engineering problem that is detrimental to hydraulic structure located near the...
Unexpected scour at foundation at stratified bed conditions leads to structure damage or failure and...
© 2014 American Society of Civil Engineers. Culverts are built at a location in a waterway that cros...
Local scour downstreams of a stilling basin with hydraulic jump has been investigated experimentally...