VS-1103, snaga: 110W, automatsko vakumiranje i zavarivanje kese , automatsko otvaranje nakon završetka procesa vakumiranja, max. širina kese: 320mm, vreme zavarivanja kese: 6-7.5s, vakum pumpa: 30W, pritisak nakon vakumiranja: -0,76.

Informacije o Proizvodu Veličina: 36 Brend: victorias secret Grad: Beograd Materijali: poliester Tagovi: vs original victoria secret Stanje predmeta: veoma dobro Boja: plava ljubičasta Original korset, jednom nošen. Blago punjene korpe, podesive bretele, dva reda kopčanja u leđima (za različiti obim). Veličina 36B. Svetlo ljubičasta mrežica ispod, preko plavo ljubičasti svetlucavi materijal, nabran u struku i na leđima. Satenska traka u pojasu koja može da se veže napred ili nazad, a i da se skine. PRELEP Pazuh 38cm Struk 28cm Mere su bez rastezanja i na užem kopčanju

58963) TRANSONIC AERODYNAMICS NUMERICAL ANALYSIS , Petrović Z. , Stupar S. , Mechanical Engineering Faculty University of Belgrade 1996 ; Contents : 1 Introduction 1.1 Preliminary Remarks. 1.2 Governing Equations 1.3 Simplifications to the Governing Equations 1.3.1 Definition of an Adiabatic Flow. 1.3.2 Definition of an Irrotational Flow 1.3.3 Crocco`s Theorem 1.3.4 Isentropic Gas Relation 1.4 Algebraic Form of Energy Equation for Steady Adiabatic Flow 1.5 The Isentropic Form of the Energy Equation 1.6 The Momentum Conservation Laws. 1.7 Isentropic Shocks vs. `Real World Shocks` 1.7.1 Rankine-Hugoniot approach 1.7.2 Isentropic approach 1.8 Techniques for Handling Shocks in Potential Flow Calculations 1.9 Summary 2 Transonic Small Disturbance Equation 2.1 Preliminary Remarks. 2.1.1 Treatment of Flow Angle of Attack 2.2 Definition of Disturbance Potential 2.3 Boundаry Conditions for Flow at the Body Surface 2.4 Derivation of the TSD Equation 2.5 Properties of the TSD Equation. 2.6 Finite Difference Terminology 2.7 Conservation Form vs. Non-Conservation Form 2.8 Finite Difference Expression Form of the TSD Equation in Subsoni 2.9 Murman-Cole Switching in supersonic Regions 2.10 Discretization Error Associated with Equation (2.2) 2.11 Loss of Conservation Property due to Switching 2.12 Murman-Cole Switching in Conservation Form 2.13 Application of Boundary Conditions 2.13.1 Region Ahead of the Leading Edge: (1 2.13.2 Region of the Slit: (ILE SITE) 2.13.3 Region Downstream of the Trailing Edge: (ITE << Imax 2.14 Far Field Boundary Conditions 2.15 Relaxation Procedure for the TSD Equation 2.15.1 Gauss-Seidel Scheme 2.16 The Point Successive Over-Relaxation (SOR) Scheme 2.17 The Line Gauss-Seidel Iteration Scheme 2.18 The Thomas Algorithm 2.19 Solution of the SLOR Scheme to TSD Equation 2.20 Summary 3 The Transonic Full Potential Equation 3.1 Introduction 3.2 Jameson`s Rotated Difference Scheme 3.3 Transformation of the Continuity Equation to a Curvilinear Coordina System. 3.4 Boundary Conditions. 3.4.1 Boundary Condition at the Solid Surface 3.4.2 Boundary Conditions at the Far Field... 3.5 Governing Equation for Axisymmetric Flows in the Transformed Plan 3.6 Construction of the Body-Fitted Coordinate system... 3.6.1 H-grid, algebraic approach 3.6.2 O-grid, algebraic approach. 3.7 Construction of C-Grids Around Airfoils 3.8 Generation of the Orthogonal Grid... 3.9 Discretization of the Governing Equation 3.10 Computation of Metrics at Half Points 3.11 Computation of Densities and Contravariant Velocities.. 3.12 Relaxation Procedure for Solving the Full Potential Equation 3.12.1 Interior Points 3.13 Summary 4 Numerical Technique for Designing Airfoils 4.1 Introduction. 4.2 Optimization Approach 4.2.1 Design Objective 4.2.2 Design Point 4.2.3 Starting Point. 4.2.4 Design Variables 4.2.5 Design Constraints 4.2.6 Black Box. 4.3 CONMIN to Black Box Coupling. 4.3.1 Optimization Process 4.4 Inverse Design Techniques. 4.5 Carlson`s Inverse Design Technique.. 5 Unsteady Transonic Potential Flow 5.1 Introduction. 5.2 Governing Equations 5.3 Unsteady Transonic Small Disturbance Equation 5.4 Boundary Conditions. 5.5 Low-Frequency Approximation 5.6 Characteristic of the Low-Frequency Transonic Small Disturbance Equation. 5.7 Discretization of the Low-Frequency Small-Disturbance Equation. A Solution of the diagonal system of equations A.1 Three diagonal Equation System A.2 Quad-Diagonal Matrix System B Selected Papers paperback, size 20,5 x 29 cm , English , 152 pages

Pun naslov: PORT ENGINEERING Third Edition Autor: PER BRUUN with contributions by: E.G. Frankel Massachusetts Institute of Technology O.G. Houmb Norwegian Institute of Technology G. Moe Norwegian Institute of Technology E. Bratteland Norwegian Institute of Technology • Izdavač: Gulf Publishing Company, o Book Division, Houston, o London Paris ,Tokyo • Godina izdanja: 1981., Third Edition • Jezik: Engleski • Format: 7’5” x 10’2” (19cm x 26cm ) • Oprema:Tvvrdi povez, plastificiran, bogato ilustrovan crtežima i fotografijama. • Broj strana:787 • Stanje: Knjiga je malo korišćena, u odličnom stanju, skoro kao nova.Na prednjem podlisku na 2 mesta ispisan broj 2216 i spolja na hrbatu (jedva vidljivo) . • •*¨*✿✿¸¸.•*¨*✿✿¬¸.•*•*¨*✿✿¸¸.•*¨*✿✿¬¸.• Knjiga Port Engineering je u sadasnjem trenutku najkompletniji izvor informacija za projektovanje i izvodjenje Luka. •*¨*✿✿¸¸.•*¨*✿✿¬¸.•*•*¨*✿✿¸¸.•*¨*✿✿¬¸.• Review This third edition of Port engineering reaffirms the book`s stature as the most comprehensive, up-to-date source of poor planning, design, and engineering information available. New material on the latest trends in shipping technology, navigation techniques and transportation procedures, or development, and economics makes Port engineering the essential state-of-the-art reference in the specialized yet vital field. The book`s broad coverage is now greatly expanded with more than 120 new figures, tables, graphs, etc.,: new information on portal layout and site selection: optimal dimensions of maritime fairways and shallow seas and sea straits: and the latest advances in Breakwater, Mooring, and fendering design. This third edition also describes the most recent developments in dredging technology, including the environmental aspects of disposal of dredged material, Littoral drift and sedimentation problems are examined in detail to help engineers plan and maintain a port by dredging or bypassing. In addition this work relates Port engineering to coastal geomorphology-geology, geography, and geophysics-to provide a better understanding of the influence of wins, waves, and currents on Shoreline and coastal zone development. Because of the accelerated activity and offshore energy exploration, this new edition offers the latest research findings on ways statistics and methods for calculating current and wave forces on offshore structures`. New appendices and contributions by some of the world’s foremost researchers and practicing port/ocean engineers make Port Engineering, Third Edition, the most complete and current source of port engineering information you can find. Per Bruun The author holds an M.S. degree in port engineering and a D.Sc. degree in coastal engineering from the Technical University of Denmark. He has served with the Ministry of Public Works in Denmark, as a lecturer in port and coastal engineering at the Technical University of Denmark, as head of the Department of Coastal Engineering at the University of Florida (where he established the Florida Coastal Research Laboratory), and as professor of port engineering at the Norwegian Institute of Technology. Dr. Bruun has served on several committees of the Permanent International Association of Navigation Congresses (PIANC) and has chaired the Proceedings of the International Conference on Port and Ocean Engineering Under Arctic Conditions (POAC). ln 1980 he received a doctorate honoris causa in port and coastal engineering from the University of Santander, Spain. CONTENTS Preface, XI Introduction: Modern Trends in Port Engineering 1  Transport of Ore, 4  Unitized Transport, 7  Future Port Development, 8 Chapter 1 Part 1. Port and Shipping Technology and Economics. 17 by E. G. Frankel  Developments in Port Operations and Technology, 20  Unitized Cargo Transfer and Handling , 21  Barge Handling, 23  Warehouse, 23  Bulk Handling and Transfer, 23  Liquid Bulk Cargo, 24  Dry Bulk Cargo, 24  Special and General Cargo Handling and Transfer, 25  Port Planning Methods and Models , 27  Environmental Impact on Port Development and Operations, 30  Analysis of Port Operations-Container Shipping and Terminal , 31  Shipping Technology Development , 33  Objectives in Ocean Transport Technology, 37  Container Ships , 39  Port Pricing , 42  Port Economics, 42 Part 2. Site Selection. 54  Area Requirements, 54  Environmental Parameters Affecting Port and Ship Operation and Behavior, 55  Wind Analyses, 56  Wave Analyses, Data, and Statistics, 61  Encounter Probability of Storm Durations, 71  Seiches, 71  Slowdrift, 73  Storm Surges, 74  Current Analyses, 74  Visibility, 75  Ice, 75 Chapter 2 Port Navigation and Hydraulics. 80  Harbor Entrances and Channels , 80  Turning Basins, 91  Harbor Hydraulics, 92  Current Action, 93  Wave Action in Ports, 94  Long-Period Waves , Basic Conditions, 103  Measures Against Wave Action in Ports , 108  Floating and Transportable Breakwaters, 125 Appendix A Optimal Layout Dimensions of Maritime Fairways in Shallow Seas, Sea Straits, and Maritime Waterways. 139. Chapter 3 Breakwaters, Jetties, and Piers. 156  Wave Forces on a Vertical Wall Breakwater, 157  New Breakwater Activities, 169  Rubble-m.ound Breakwaters, 17 4  Design Wave Height, 187  Recent Developments of Armor Block, 192  New Design Principles (1980) , 195  Latest Design Developments in Mound Breakwaters, 203  Unit and Armor Stability, 213  Damage to Mound Breakwaters, 217  Data Needed for Design , 219  Practical Aspects of Design and Construction of Breakwaters, 220  Up rush-Examples of Tests, 223  Permeable and Submerged Breakwaters, 230  Use of Prefabricated and Prestressed Structures, 231  Economic Feasibility; Optimum Design , 234  Open-sea and Pier Facilities , 235 Appendix B Part 1. Latest Developments in Wave Statistics. 253 by 0. G. Houmb Part 2. Latest Developments in Wave and Current Forces. . . . 271 by G. Moe Part 3. Wave Forces on Vertical-Wall Breakwaters in Deep Water .. 295 by S. Nagai Chapter 4. Wharves, Quays, Fenders, Dolphins, and Mooring Devices. 303  Layout of Quays and Wharves , 303  Walls Classified According to Hydraulic Performance, 309  Walls Classified According to Method of Absorbing Earth Pressure , 325  Berthing and Mooring Forces on Structures, 330  Forces on Vessels at Berth , 331  Fenders, 331  Dolphins , 336  Moorings, 342  Forced Fendering , 349  Pontoon-Wharves and Piers , 356  Transport Equipment, 358  Terminals , 363  Artificial Islands , 371  Design Considerations for LNG Terminals, 376  Ferry Terminals , 380 Appendix C Part 1. Pile Foundations. 387 by N. Janbu, L. Bjerrum, B. Kjaernsli Part 2. Anchored Bulkheads. 393 by N. Janbu, L. Bjerrum, B. Kjaernsli Part 3. Berthing Maneuvers. 406 by F. Vasco Costa Chapter 5. Transportation Systems. . . . . . . . . . . 423  Transportation vs . Transfer, 424  Conventional Transport, 425  Unitization Container and Pallet System , 427  The Future Development of Container Transport, 445  Special Vessels, 447  The Future Development of Bulk Transport, 448  Pallet System , 452  Comparative Cost Figures for Various Systems, 459  Factors Determining Port Capacity, 461  Application of Queuing Models to Ship Turnaround Time, 466  Port Transportation Studies (IBRB), 472 Appendix D Optimizing Container Ships and Their Terminals. 478 by S. Erichsen Chapter 6 Littoral Drift and Sedimentation Problems. 493  Computation of Longshore Transport (Bijker Method). 496  Littoral Barriers on Shores, 508  Littoral Drifts and Coastal Structures , 512  Principles Involved in By-Passing by Tidal Flow Actions, 519  Tracing, 525  Sediment Problems in Estuaries, 525  Shoaling of Estuaries, 528  Sand Waves on the Bottom, 554 Appendix E Use of Tracers in Harbor, Coast, and Ocean Engineering. 564 Chapter 7. Coastal Geomorphology vs. Port Engineering. 577  Static and Evolutionary Descriptions, 579  Dynamic Approach , 580  Influence of Rise in Sea Level , 581  Shore Geometry, 584  Development of Beach Profiles , 595  Equilibrium Profiles of Beach and Offshore Bottom, 596  Uprush/Downrush and Profile Development, 606  Influence of Port Installations on Coastal Morphological Development, 618  Recent Developments in Coastal Geomorphology, 637 Chapter 8. Tidal Inlets on Alluvial Shores.  Tidal Hydraulics, 642  By-Passing Plants , 655  Future Development of By-Passing , 656  Cross-Sectional Stability, 658  Importance of the DIM or AIM Ratio , 667  Design Procedure for Tidal Inlets on Alluvial Shores , 676 Chapter 9. Dredging Technology.  Types of Dredges, 680  Cutters and Boosters, 689  Hydraulic Dredging, 692  Dredging of Navigation Channels, 694  Agitation Dredging, New Versions of an Old Method, 696  Dredging for Landfills, 704  Deepwater Dredging For Minerals, 708  Environmental Problems in Hydraulic Dredging Operations, 712  Rock Dredging, 714  Drilling and Blasting Systems and Principles, 718  Disposal Problems, 724  Dredging Economics, 727 Chapter 10. Fishing Ports and Small Craft Harbors. 732  Establishment of Fisheries, 732  Requirements of Harbor Facilities, 735  Processing Facilities for Fish and Fish Products, 743  Small Craft Harbors, 750  Floating Berths, 753  Concrete Floats, 756 Appendix F Fishery Harbor Planning. 760 by M. Breimer, J. Engstrom, L. 0. Engra/1, WJ. Guckian, N. W van der Haaze/, J. van der Waad Index. 776