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OverviewBreakwaters are widely used to provide economical protection from waves in harbors and marinas. Also, the submerged breakwaters were extensively adopted to reduce wave motion in front of vertical wall breakwaters. In this study, the flow pattern is numerically simulated using FLOW-3D software. To model the flow field turbulence, the standard and RNG turbulence models are used. According the numerical results, the standard turbulence model had more accuracy than RNG turbulence model. Also, the Volume of Fluid is applied for modeling the variations of flow free surface. To validate the numerical results, Li and Fleming (2001) study results are used. According to numerical simulation results, the numerical model predicted the variation of free surface with reasonable accuracy. For example, the MAPE is computed 11.808% for numerical model. Also, the variations of other hydraulic and hydrodynamic parameters were examined. For instance, the maximum flow field pressure before and after break were calculated 4763 and 4923 pa, respectively. Full Product DetailsAuthor: Adnan Mohamadi Nezhad KahtekiPublisher: Createspace Independent Publishing Platform Imprint: Createspace Independent Publishing Platform Dimensions: Width: 15.20cm , Height: 0.70cm , Length: 22.90cm Weight: 0.186kg ISBN: 9781984003133ISBN 10: 1984003135 Pages: 132 Publication Date: 09 July 2018 Audience: General/trade , General Format: Paperback Publisher's Status: Active Availability: In stock  We have confirmation that this item is in stock with the supplier. It will be ordered in for you and dispatched immediately. Language: Persian; Farsi Table of ContentsReviewsAuthor InformationAdnan Mohamadi Nezhad Kahteki, M.Sc. in Offshore Structural Engineering from Hormozgan University, Iran Tab Content 6Author Website:Countries AvailableAll regions |
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