Cargando…

Numerical models for submerged breakwaters : coastal hydrodynamics and morphodynamics /

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Ahmadian, Amir Sharif
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Amsterdam : Butterworth-Heinemann is an imprint of Elsevier, �2016.
Temas:
Acceso en línea:Texto completo

MARC

LEADER 00000cam a2200000 a 4500
001 SCIDIR_ocn930489356
003 OCoLC
005 20231120112036.0
006 m o d
007 cr |n|||||||||
008 151127s2016 ne ob 001 0 eng d
040 |a IDEBK  |b eng  |e pn  |c IDEBK  |d N$T  |d YDXCP  |d N$T  |d OCLCF  |d EBLCP  |d CDX  |d OPELS  |d OCLCQ  |d U3W  |d D6H  |d LOA  |d CUY  |d ZCU  |d MERUC  |d AU@  |d ICG  |d COCUF  |d VT2  |d DKC  |d OCLCQ  |d S2H  |d OCLCO  |d LVT  |d OCLCO  |d OCLCQ  |d OCLCO 
019 |a 932332613  |a 939569849  |a 1229566691 
020 |a 9780128026656  |q (electronic bk.) 
020 |a 0128026650  |q (electronic bk.) 
020 |z 9780128024133 
020 |z 0128024135 
035 |a (OCoLC)930489356  |z (OCoLC)932332613  |z (OCoLC)939569849  |z (OCoLC)1229566691 
050 4 |a TC333 
072 7 |a TEC  |x 014000  |2 bisacsh 
082 0 4 |a 627.24  |2 23 
100 1 |a Ahmadian, Amir Sharif. 
245 1 0 |a Numerical models for submerged breakwaters :  |b coastal hydrodynamics and morphodynamics /  |c Amir Sharif Ahmadian. 
260 |a Amsterdam :  |b Butterworth-Heinemann is an imprint of Elsevier,  |c �2016. 
300 |a 1 online resource 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
588 0 |a Online resource; title from PDF title page (EBSCO, viewed December 15, 2015). 
504 |a Includes bibliographical references and index. 
505 0 |a Front Cover; Numerical Models for Submerged Breakwaters; Copyright Page; Contents; 1 Introduction; 1.1 Coastal Erosion and Defense; 1.2 Submerged Breakwaters for Coast Protection; 1.3 Coastal Processes and Submerged Breakwaters; 1.4 Numerical Modeling for Submerged Breakwaters; 1.5 Purposes and Significances; 1.6 Main Objectives of Book; 1.7 Layout of Book; References; 2 Fundamental Concepts; 2.1 Introduction; 2.2 Physical Parameters Related to Submerged Breakwaters; 2.3 Physical Processes in The Presence of Submerged Breakwaters; 2.4 Performance of The Submerged Breakwaters; References. 
505 8 |a 3 Literature Review and BackgroundReferences; 4 Theories and Methodologies; 4.1 Introduction; 4.2 Traditional Models for Water Waves; 4.3 New Approaches; 4.3.1 Meshless Methods; 4.3.2 Artificial Intelligence Methods; MLP Networks; Back-Propagation Algorithm; Levenberg-Marquardt Algorithm; RBF Networks; References; 5 Mathematical Modeling and Algorithm Development; 5.1 Navier-Stokes Equations; 5.2 The Turbulent Model; 5.3 Initial and Boundary Conditions; 5.4 Shallow Waters; 5.5 The Extended Mild-Slope Equation; 5.6 Boussinesq Equations; 5.7 Smoothed Particles Hydrodynamics. 
505 8 |a 5.8 Artificial Neural Networks5.8.1 MLP Model; Algorithm Derivation; Transfer Function; 5.8.2 RBF Model; References; 6 Numerical Methods and Procedures; 6.1 Introduction; 6.2 Finite Difference Method; 6.2.1 Discretization of Equations; 6.2.2 Grids; 6.2.3 The Discretizations in Time; 6.3 Finite Volume Method; The Finite Volume Method for the Navier-Stokes Equations; 6.4 Artificial Neural Networks Modeling; 6.4.1 MLP Training Process; 6.4.2 RBF Network Training; References; 7 Numerical Modeling and Simulation; 7.1 Modeling the Shallow Water Equations; 7.1.1 Setting Up; 7.1.2 Calibration. 
505 8 |a 7.1.3 Simulation7.2 Modeling with Neural Networks; 7.2.1 Data Preparation; 7.2.2 Data Set and Selection; 7.2.3 Variable Selection; 7.2.4 Data Division; 7.2.5 Data Transformation; 7.2.6 Model Set-Up and Calibration; 7.2.7 Multilayer Perceptrons; 7.2.8 Radial Basis Function Networks; 7.2.9 Performance Analysis and Comparison; 2D Model; Accuracy Analysis; Sensitivity Analysis; Comparison with Other Empirical Formulae; 3D Model; Accuracy Analysis; Sensitivity Analysis; Comparison with Available Approach; References; 8 Design Model Development and Analysis; 8.1 Experimental Data. 
505 8 |a 8.1.1 Two-Dimensional ExperimentsTests in 0.45m Wide Flume; Tests in 1.2m Wide Flume; 8.1.2 Three-Dimensional Experiments; Small-Scale Model; Large-Scale Model; 8.1.3 Experiments without Breakwater; 8.1.4 Experiments with Breakwater; 8.2 Analysis Approaches for ann Model Results; 8.2.1 The Root-Mean-Square Transmitted Wave Height (Ht, rms); 8.2.2 Wave Transmission Coefficient (Kt); 8.2.3 Dimensional Analysis; 8.2.4 Nondimensional Analysis; 8.2.5 Accuracy Analysis; Interpolation; Extrapolation; Larger Scale; 8.2.6 Sensitivity Analysis; 8.3 Development of Shallow Water Equations Model. 
650 0 |a Breakwaters  |x Mathematical models. 
650 6 |a Brise-lames  |0 (CaQQLa)201-0003250  |x Mod�eles math�ematiques.  |0 (CaQQLa)201-0379082 
650 7 |a TECHNOLOGY & ENGINEERING  |x Hydraulics.  |2 bisacsh 
650 7 |a Breakwaters  |x Mathematical models  |2 fast  |0 (OCoLC)fst00838248 
776 0 8 |i Print version:  |a Sharifahmadian, Amir.  |t Numerical Models for Submerged Breakwaters : Coastal Hydrodynamics and Morphodynamics.  |d : Elsevier Science, �2015 
856 4 0 |u https://sciencedirect.uam.elogim.com/science/book/9780128024133  |z Texto completo