LEADER 05350oam 2200553 450 001 9910779993403321 005 20190911100030.0 010 $a0-12-398492-0 035 $a(OCoLC)857070067 035 $a(MiFhGG)GVRL8DWN 035 $a(EXLCZ)992550000001106277 100 $a20140604d2014 uy 0 101 0 $aeng 135 $aurun|---uuuua 181 $ctxt 182 $cc 183 $acr 200 10$aOffshore pipelines $edesign, installation, and maintenance /$fBoyun Guo, University of Louisiana at Lafayette [and three others] 205 $a2nd ed. 210 $aWaltham, Mass. $cGulf Professional Publishing$dc2014 210 1$aWaltham, MA :$cGulf Professional Publishing,$d2014. 215 $a1 online resource (xiv, 384 pages) $cillustrations (some color) 225 0 $aGale eBooks 300 $aDescription based upon print version of record. 311 $a0-12-397949-8 311 $a1-299-75384-1 320 $aIncludes bibliographical references at the end of each chapters and index. 327 $aFront Cover; Offshore Pipelines; Copyright Page; Contents; Preface; 1 Introduction; 1.1 Overview; 1.2 Pipeline Design; 1.3 Pipeline Installation; 1.4 Pipeline Operations; References; I: Pipeline Design; 2 General Design Information; 2.1 Introduction; 2.2 Design Data; 2.2.1 Reservoir Performance; 2.2.1.1 Reservoir Pressure and Temperature; 2.2.1.2 Reservoir Formations; 2.2.1.3 Production Profiles; 2.2.2 Fluid and Water Compositions; 2.2.3 Fluid PVT Properties; 2.2.4 Solid Production; 2.2.5 Seafloor Bathymetry/Geotechnical Survey Data; 2.2.6 Oceanographic Data; 2.2.7 Other Data; References 327 $a3 Diameter and Wall Thickness3.1 Introduction; 3.2 Design Procedure; 3.3 Design Codes; 3.3.1 Pipeline Design for Internal Pressure; 3.3.2 Pipeline Design for External Pressure; 3.3.2.1 Propagation Criterion; 3.3.2.2 Collapse Criterion; 3.3.3 Corrosion Allowance; 3.3.4 Check for Hydrotest Condition; References; 4 Hydrodynamic Stability of Pipelines; 4.1 Introduction; 4.2 Analysis Procedure; 4.3 Methodology; 4.3.1 Definitions of Environmental Criteria; 4.3.1.1 Design Waves; 4.3.1.2 Wave Refraction; 4.3.1.3 Wave Shoaling; 4.3.1.4 Soil Friction Factor; 4.3.2 Hydrodynamic Coefficient Selection 327 $a4.3.2.1 Steady Current Only4.3.2.2 Waves Acting Alone; 4.3.2.3 Waves and Currents Acting Simultaneously; 4.3.3 Hydrodynamic Force Calculation; 4.3.4 Hydrodynamic Stability Assessment; 4.4 Partially Buried Pipelines; References; Further Reading; 5 Pipeline Span; 5.1 Introduction; 5.2 Problem Description; 5.2.1 Free Span; 5.2.2 In-Line Oscillations; 5.2.3 Cross-Flow Oscillations; 5.2.4 Galloping; 5.3 Design Considerations; 5.3.1 Dynamic Stresses; 5.3.2 Vortex-Shedding Frequency; 5.3.3 Pipeline Natural Frequency; 5.3.4 Reduced Velocity; 5.3.5 Stability Parameter; 5.3.6 Critical Span Length 327 $a5.4 Design Criteria5.4.1 General Considerations; 5.4.2 Current Velocity Selection; 5.4.3 End Condition Selection; 5.4.4 Design Parameters; 5.4.5 Design Steps; 5.4.6 Example Calculation; 5.5 Fatigue Analysis Guideline; References; Further Reading; 6 Operating Stresses; 6.1 Introduction; 6.2 Operating Forces; 6.2.1 Internal Pressure Stresses; 6.2.1.1 Thin-Wall Pipe; 6.2.1.2 Thick-Wall Pipe; 6.2.2 Thermal Expansion Stresses; 6.2.3 Combined Pressure and Temperature; 6.2.3.1 Equations for Thin-Wall Pipe; 6.2.3.2 Equations for Thick-Wall Pipe; 6.2.3.3 Soil Friction; 6.2.3.4 End Constraint 327 $a6.3 Stress-Analysis-Based Design6.3.1 Analysis Procedure; 6.3.2 Code Requirements; 6.3.2.1 Hoop Stress; 6.3.2.2 Longitudinal Stress; 6.3.2.3 Combined Stress; 6.3.3 Example Calculation; References; 7 Pipeline Riser Design; 7.1 Introduction; 7.2 Design Procedure; 7.3 Load Cases; 7.3.1 Functional Loads; 7.3.2 Environmental Loads; 7.3.3 Installation Loads; 7.4 Wall Thickness; 7.5 Allowable Stress Criteria; 7.6 Dynamic and Fatigue Analysis; 7.7 Corrosion Control Consideration; 7.8 Riser Bends; 7.9 Riser Clamps; 7.9.1 Design Overview; 7.9.1.1 Basic Clamp Types; 7.9.1.2 Adjustable Clamp Designs 327 $a7.9.1.3 Stub Piece Connection Clamp Design 330 $a The development of oil and gas fields offshore requires specialized pipeline equipment. The structures must be strong enough to with stand the harshest environments, and ensure that production is not interrupted and remains economically feasible. However, recent events in the Gulf of Mexico have placed a new importance on maintenance and reliability. This new section; Condition Based Maintenance (CBM), introduces the subject of maintenance to Offshore Pipelines: Design, Installation, Commissioning, 2nd Edition. Two of the main objectives of CBM is maximizing reliability while preven 606 $aPetroleum pipelines$xDesign and construction 606 $aGas pipelines$xDesign and construction 606 $aOffshore structures$xDesign and construction 615 0$aPetroleum pipelines$xDesign and construction. 615 0$aGas pipelines$xDesign and construction. 615 0$aOffshore structures$xDesign and construction. 676 $a665.544 700 $aGuo$b Boyun$0871902 701 $aGuo$b Boyun$0871902 801 0$bMiFhGG 801 1$bMiFhGG 906 $aBOOK 912 $a9910779993403321 996 $aOffshore pipelines$93701049 997 $aUNINA