Professional paper
Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal
Miroslav Sambolek
Roman Novosad
Full text: croatian pdf 4.047 Kb
page 18-28
downloads: 1.490
cite
APA 6th Edition
Sambolek, M. & Novosad, R. (2007). Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal. Brodogradnja, 58 (1), 18-28. Retrieved from https://hrcak.srce.hr/11581
MLA 8th Edition
Sambolek, Miroslav and Roman Novosad. "Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal." Brodogradnja, vol. 58, no. 1, 2007, pp. 18-28. https://hrcak.srce.hr/11581. Accessed 2 May 2024.
Chicago 17th Edition
Sambolek, Miroslav and Roman Novosad. "Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal." Brodogradnja 58, no. 1 (2007): 18-28. https://hrcak.srce.hr/11581
Harvard
Sambolek, M., and Novosad, R. (2007). 'Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal', Brodogradnja, 58(1), pp. 18-28. Available at: https://hrcak.srce.hr/11581 (Accessed 02 May 2024)
Vancouver
Sambolek M, Novosad R. Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal. Brodogradnja [Internet]. 2007 [cited 2024 May 02];58(1):18-28. Available from: https://hrcak.srce.hr/11581
IEEE
M. Sambolek and R. Novosad, "Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal", Brodogradnja, vol.58, no. 1, pp. 18-28, 2007. [Online]. Available: https://hrcak.srce.hr/11581. [Accessed: 02 May 2024]
Full text: english pdf 4.047 Kb
page 18-28
downloads: 625
cite
APA 6th Edition
Sambolek, M. & Novosad, R. (2007). Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal. Brodogradnja, 58 (1), 18-28. Retrieved from https://hrcak.srce.hr/11581
MLA 8th Edition
Sambolek, Miroslav and Roman Novosad. "Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal." Brodogradnja, vol. 58, no. 1, 2007, pp. 18-28. https://hrcak.srce.hr/11581. Accessed 2 May 2024.
Chicago 17th Edition
Sambolek, Miroslav and Roman Novosad. "Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal." Brodogradnja 58, no. 1 (2007): 18-28. https://hrcak.srce.hr/11581
Harvard
Sambolek, M., and Novosad, R. (2007). 'Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal', Brodogradnja, 58(1), pp. 18-28. Available at: https://hrcak.srce.hr/11581 (Accessed 02 May 2024)
Vancouver
Sambolek M, Novosad R. Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal. Brodogradnja [Internet]. 2007 [cited 2024 May 02];58(1):18-28. Available from: https://hrcak.srce.hr/11581
IEEE
M. Sambolek and R. Novosad, "Model Testing of Entry and Exit Manoeuvre of Push and Tow Vessel Combinations into the Danube – Sava Canal", Brodogradnja, vol.58, no. 1, pp. 18-28, 2007. [Online]. Available: https://hrcak.srce.hr/11581. [Accessed: 02 May 2024]
Abstract
Model testing of push and tow vessel combinations' entry and exit manoeuvre into the Danube – Sava Canal is presented. The objective of the testing was to determine adequacy or inadequacy of the canal confl uence confi guration design with respect to the safety of the manoeuvre of the vessel combinations. The physical model and fulfi lled similarity conditions for the river and canal model and for the vessels combinations model are described. Also, the choice of the model scale and applied experimental methods are explained. Finally, the measured and evaluated results are presented and discussed.
Keywords
Sava Canal; manoeuvre; model test; push vessel combination; tow vessel combination
Hrčak ID:
11581
URI
https://hrcak.srce.hr/11581
Publication date:
31.3.2007.
Article data in other languages:
croatian
Visits: 3.066
*
