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|Title:||Stability of rubble-mound breakwater, Jubail Harbor, Saudi Arabia : hydraulic model investigation|
|Authors:||United States. Army. Corps of Engineers. Mediterranean Division.|
Carver, Robert D.
Davidson, D. Donald.
Jubail Harbor, Saudi Arabia
|Publisher:||Hydraulics Laboratory (U.S.)|
Engineer Research and Development Center (U.S.)
|Series/Report no.:||Technical report (U.S. Army Engineer Waterways Experiment Station) ; H-76-20.|
Abstract: An undistorted-scale hydraulic model study was conducted to investigate the adequacy of seven breakwater cross sections considered for use at Jubail Harbor, Saudi Arabia. Tests conducted in evaluating the various plans consisted of (a.) two-dimensional stability tests (Plans 1 , 2 , 2A, 3, 4, and 5), (b.) two-dimensional transmission tests (Plans 1, 2, 3, and 5), and (c.) three-dimensional stability tests (Plan 6). Test results indicate that for the selected design conditions 5.0-metric-ton dolos armor will be of adequate size for use on all portions of the Jubail breakwater svstem.
|Rights:||Approved for public release; distribution is unlimited.|
|Appears in Collections:||Technical Report|
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|TR-HL-76-20.pdf||7.05 MB||Adobe PDF|