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Pipeline Toolbox Liquid

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Pipeline Toolbox Liquid iii Table of Contents API - 1117 Movement of In-Service Pipelines ............................................................................... 1 API 1102 - PC PISCES ................................................................................................................... 5 API 1104 - Appendix A: Weld Imperfection Assessment ............................................................ 23 API 2540 - Volume Correction Facto
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    Pipeline Toolbox Liquid   iii Table of Contents API - 1117 Movement of In-Service Pipelines ............................................................................... 1 API 1102 - PC PISCES ................................................................................................................... 5 API 1104 - Appendix A: Weld Imperfection Assessment ............................................................ 23 API 2540 - Volume Correction Factors ........................................................................................ 25 ASTM 2161 cSt/Saybolt Viscosity API/Baume/Specific Gravity Conversion ............................ 27 Accidental Release from Liquid Hydrocarbon Pipeline ............................................................... 29 Adiabatic Bulk Modulus for Hydrocarbons .................................................................................. 31 How to Export Report in Adobe Acrobat? ................................................................................... 33 Buoyancy Analysis and Concrete Coating Thickness .................................................................. 41 Buoyancy Analysis and Concrete Weights Spacing ..................................................................... 43 Cathodic Protection Attenuation Calculation ............................................................................... 45 Centrifugal Pump - Affinity Laws ................................................................................................ 49 Compressibility Factors for Hydrocarbons: 0-90 API .................................................................. 53 Darcy - Weisbach .......................................................................................................................... 57 Dead Load on PE Pipe - Prism, Marston and Combined Load .................................................... 59 Distributed Static Surcharge Load Directly over Buried PE Pipe ................................................ 63 Distributed Static Surcharge Load not over Buried PE Pipe ........................................................ 67 Document Management System ................................................................................................... 71 External Applications Integration ................................................................................................. 87 Flume Design ................................................................................................................................ 95 Design of Uncased Pipeline Crossings ....................................................................................... 109 HDD PE Pipe - ATL Allowable Tensile Load During Pull-In Installation ................................ 117  Pipeline Toolbox Liquid 2013 iv PE Pipe - Post-Installation Stress Analysis ................................................................................. 119 PE Pipe - Pull Force and Installation Stress Analysis................................................................. 121 Installation of Pipelines by Horizontal Directional Drilling ....................................................... 141 Internal Design Pressure - Steel Pipe .......................................................................................... 143 Internal Pressure % SMYS ......................................................................................................... 145 Live Load: AASHTO H20 Load on Buried PE Pipe - 12 Thick Pavement .............................. 151 Live Load: AASHTO H20 Load on Buried PE Pipe - Flexible or no Pavement ....................... 155 Live Load: Aircraft Load on Buried PE Pipe ............................................................................. 159 Live Load: Cooper E-80 Railroad Load on Buried PE Pipe ....................................................... 163 Live Load: Distributed Surface Load on Buried PE Pipe - Unpaved Road Only (Timoshenko's Equation) ..................................................................................................................................... 167 Live Load: Multiple Wheel not over Buried PE Pipe - Concentrated Point Load ..................... 171 Live Load: Multiple Wheel over Buried PE Pipe - Concentrated Point Load ............................ 175 Live Load: Single Wheel over Buried PE Pipe - Concentrated Point Load ............................... 179 Local Atmospheric Pressure ....................................................................................................... 183 Maximum Impact Load and Penetration Depth .......................................................................... 193 Modulus of Soil Reaction (E') - Average Values for Iowa Formula .......................................... 195 Modulus of Soil Reaction (E') - Values of E' for Pipe Embedment ........................................... 197  Nominal Wall Thickness Straight Steel Pipe .............................................................................. 201 How to Export Report in Microsoft Outlook Express? .............................................................. 205 Pack in Pipelines ......................................................................................................................... 207 Pipe Requirements for Horizontally Drilled Installation ............................................................ 213 Pipe Wall Compressive Stress (PE Pipe Crushing) .................................................................... 217 Pipeline Anchor Force Analysis ................................................................................................. 219
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