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contributor authorZhen Kok
contributor authorJonathan Duffy
contributor authorShuhong Chai
contributor authorYuting Jin
date accessioned2022-01-30T19:09:57Z
date available2022-01-30T19:09:57Z
date issued2020
identifier other%28ASCE%29WW.1943-5460.0000580.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4264775
description abstractVarious unsteady Reynolds-averaged Navier–Stokes (URANS) modeling techniques to predict container ship squat in confined water are investigated and compared in this study to assess the suitability of each modeling technique. Five methods are compared, among which three are quasi-statical estimations of squat from computational fluid dynamics (CFD)-computed hydrodynamic forces and moment (QS), and two are based on directly computed squat utilizing dynamic overset meshing (OV) technique. In addition, the effect of self-propulsion on the squat is investigated by comparing different methods of propulsion, i.e., the hull is either towed (T) or self-propelled by means of body-force propulsion virtual disc (VD) model or a fully discretized propeller (DP). The investigation shows that the QS methods tend to be superior in terms of computation efficiency, range of applicability, and trim prediction accuracy. It is also shown that the effect of self-propulsion is significant and should be accounted for to provide accurate results, especially at relatively high speeds. Moreover, virtual disc modeling is more computationally economical while also providing a degree of accuracy similar to that of a discretized propeller. Thus, the most suitable method is the quasi-static method with virtual disc self-propulsion (QS-VD). However, for very shallow cases where h/T < 1.14, the towed quasi-static squat model (QS-T) is recommended due to better accuracy.
publisherASCE
titleMultiple Approaches to Numerical Modeling of Container Ship Squat in Confined Water
typeJournal Paper
journal volume146
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000580
page04020017
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 004
contenttypeFulltext


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