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Stability of Rubble-Mound Tsunami Barrier Hilo Harbor, Hawaii. Hydraulic Model Investigation
Six series of tests were conducted on 1:50-scale models of rubble-mound barrier truck sections to obtain design criteria for rehabilitation of the existing barrier and construction of a new one at Hilo Harbor, Hawaii. The model test sections were subjected to the attack of tsunamis and short-period waves. Proposed designs involved overtopping and nonovertopping barrier sections with protective cover layers of quarrystones and tribars. (Author)
Stability of Rubble-Mound Tsunami Barrier Hilo Harbor, Hawaii. Hydraulic Model Investigation
Six series of tests were conducted on 1:50-scale models of rubble-mound barrier truck sections to obtain design criteria for rehabilitation of the existing barrier and construction of a new one at Hilo Harbor, Hawaii. The model test sections were subjected to the attack of tsunamis and short-period waves. Proposed designs involved overtopping and nonovertopping barrier sections with protective cover layers of quarrystones and tribars. (Author)
Stability of Rubble-Mound Tsunami Barrier Hilo Harbor, Hawaii. Hydraulic Model Investigation
A. M. Kamel (Autor:in)
1967
135 pages
Report
Keine Angabe
Englisch
Stability of rubble-Mound Tsunami Barrier Hilo Harbor, Hawaii
Engineering Index Backfile | 1967
|Engineering Index Backfile | 1966
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