|
|
|
|
| LEADER |
00000cam a2200000 a 4500 |
| 001 |
b10258272 |
| 003 |
CoU |
| 005 |
20221209062116.0 |
| 006 |
m o d |
| 007 |
cr ||||||||||| |
| 008 |
151127s2016 ne ob 001 0 eng d |
| 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)ebqac930489356
|
| 035 |
|
|
|a (OCoLC)930489356
|z (OCoLC)932332613
|z (OCoLC)939569849
|z (OCoLC)1229566691
|
| 037 |
|
|
|a ebqac4107703
|
| 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
|
| 049 |
|
|
|a GWRE
|
| 050 |
|
4 |
|a TC333
|
| 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.
|
| 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.
|
| 588 |
0 |
|
|a Online resource; title from PDF title page (EBSCO, viewed December 15, 2015)
|
| 650 |
|
0 |
|a Breakwaters
|x Mathematical models.
|
| 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://ebookcentral.proquest.com/lib/ucb/detail.action?docID=4107703
|z Full Text (via ProQuest)
|
| 907 |
|
|
|a .b102582725
|b 02-21-23
|c 01-03-19
|
| 998 |
|
|
|a web
|b - -
|c f
|d b
|e z
|f eng
|g ne
|h 0
|i 3
|
| 915 |
|
|
|a -
|
| 956 |
|
|
|a Ebook Central Academic Complete
|
| 956 |
|
|
|b Ebook Central Academic Complete
|
| 999 |
f |
f |
|i 1677c4e0-f97b-57b7-85ce-2ecd60e65018
|s f66b3901-5431-53fe-9ed3-d8d48e9cd60f
|
| 952 |
f |
f |
|p Can circulate
|a University of Colorado Boulder
|b Online
|c Online
|d Online
|e TC333
|h Library of Congress classification
|i web
|n 1
|
