Numerical Model for Local Scour under Offshore Pipelines
Author:
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%281999%29125%3A4%28400%29
Reference22 articles.
1. Allen J. R. L. ( 1982). “Simple models for the shape and symmetry of tidal sand waves: 1. Statically stable equilibrium forms.” Marine Geology 48 31–49.
2. Bijker E. W. and Leeuwestein W. ( 1984). “Interaction between pipelines and the seabed under the influence of waves and currents.” Seabed Mech. Proc. Symp. IUTAM/IUGG . Int. Union of Theoretical Appl. Mech./Int. Union of Geology and Geophys. Graham and Trotman London 235–242.
3. Chao J. L. and Hennessy P. V. ( 1972). “Local scour under ocean outfall pipe-lines.” J. Water Pollution Control Fed. 44(7) 1443–1447.
4. Mechanics of Local Scour Around Submarine Pipelines
5. Prediction of Maximum Scour Depth at Submarine Pipelines
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