کنترل آبشستگی با استفاده از صفحه مستغرق در زیر لوله‌های مستغرق با فاصله‌های مختلف از بستر تحت جریان یک‌سویه

منابع مورد استفاده

Chiew Y M, 1991. Prediction of maximum scour depth at submarine pipelines. J. Hydr.  Eng, ASCE 117(4): 452–466.

Chiew Y and Lim S, 2003. Protection of bridge piers using a sacrificial sill. Water & Maritime Engineering Journal, Proceedings of the Institution of Civil Engineers, Thomas Telford Journals, London 156(1): 53-62, Paper 12722, March.

Day S and Singh N P, 2008. Clear-Water Scour below Underwater Pipelines under Steady Flow. J. Hydr. Eng, ASCE 134(5): 588-600.

Godsian M, 2000. Discussion of scour below pipeline in river crossing. By A. T. Moncada M, and Aguirre-pe. J. Hydr. Eng, ASCE 135(1): 13-21.

Grimaldi C, Gaudio R, Calomino, F and Cardoso AH, 2009. Control of Scour at Bridge Piers by a Downstream Bed Sill. J. Hydr. Eng, ASCE 135(1): 13-21.

Hosseinzadeh Dalir A, 1996. An Experimental and Theoretical Study of the Mechanics of Self-Burial of Seabed Oil and Gas Pipelines. A Thesis submitted for the Degree of Doctor of Philosophy in the University of London. Dept., of Civil and Environmental Engineering, University College London, England.

Hulasbergen C H, 1982. Spoilers for simulated self-burial of submarine pipeline. Paper OTC 5339. Offshore Technology Conference, Huston. 441-443.

Ibrahim A and Nalluri C. 1986. Scour prediction around marine pipelines. Proc., 5th Int. Symp. On offshore Mechanics and Arctic Engineering, 679–684.

Kjeldsen S P, Gjorsvik O, Bringaker K G and Jacobsen J, 1973. Local scour near offshore pipelines. Proc., 2nd Int Conf on Port and Ocean Engineering under Arctic Conditions, Univ. of Iceland 308–331.

Kumar V R, Ranga-Raju K G and Vital N, 1999. Reduction of Local scour around bridge piers using slots and collars. J. Hydr. Eng, ASCE 125(12): 1302-1305.

Lauchlan G S and Melville B W, 2001. Riprap protection at bridge piers. J. Hydr. Eng, ASCE 127(5): 412-418.

Moncada M A T and Aguirre-Pe J, 1999. Scour below pipeline in river crossing. J. Hydr. Eng, ASCE 125(9): 953–958.