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Flowmeter installation effects due to a generic header / / T. T. Yeh
Flowmeter installation effects due to a generic header / / T. T. Yeh
Autore Yeh T. T
Pubbl/distr/stampa Gaithersburg, MD : , : U.S. Dept. of Commerce, National Institute of Standards and Technology, , 1996
Descrizione fisica 1 online resource
Altri autori (Persone) YehT. T
Collana NIST technical note
Soggetto topico Flow meters - Testing
Petroleum pipelines - Equipment and supplies
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910711205303321
Yeh T. T  
Gaithersburg, MD : , : U.S. Dept. of Commerce, National Institute of Standards and Technology, , 1996
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Working guide to pumps and pumping stations : calculations and simulations / / E. Shashi Menon and Pramila S. Menon
Working guide to pumps and pumping stations : calculations and simulations / / E. Shashi Menon and Pramila S. Menon
Autore Menon E. Shashi
Edizione [1st ed.]
Pubbl/distr/stampa Burlington, MA, : Gulf Professional Pub., c2010
Descrizione fisica 1 online resource (298 p.)
Disciplina 621.6/9
Altri autori (Persone) MenonPramila S
Soggetto topico Petroleum pipelines - Equipment and supplies
Petroleum pipeline pumping stations
Pumping machinery
ISBN 1-282-54175-7
9786612541759
1-85617-829-3
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Front Cover; Working Guide to Pumps and Pumping Stations; Copyright Page; Contents; Preface; Author Biography; Chapter 1 Introduction; Types of Pumps; Liquid Properties; Energy of a Flowing Liquid and Bernoulli's Equation; Pump Head and Capacity; Summary; Problems; Chapter 2 Pump Performance; Manufacturers' Pump Performance Curves; Power Required by a Pump: Hydraulic and Brake Horsepower; Pump Driver and Power Required; Multistage Pumps; Specific Speed; Summary; Problems; Chapter 3 Liquid Properties versus Pump Performance; Temperature Rise of Liquid Due to Pump Inefficiency
Starting Pump against a Closed Discharge ValveSystem Head Curve; Pipe Diameters and Designations; Summary; Problems; Chapter 4 Pressure Loss through Piping Systems; Velocity of Flow; Types of Flow; Pressure Drop Due to Friction; Determining the Friction Factor from the Moody Diagram; Calculating the Friction Factor: the Colebrook Equation; Explicit Equations for the Friction Factor; Hazen-Williams Equation for Pressure Drop; Pressure Loss through Fittings and Valves; Entrance and Exit Losses, and Losses Due to Enlargement and Contraction; Pipes in Series and Parallel
Head Loss in Series PipingHead Loss in Parallel Piping; Summary; Problems; Chapter 5 System Head Curves; Pump Throttling and Power Loss; Types of System Head Curves; Summary; Problems; Chapter 6 Pump Performance at Different Impeller Sizes and Speeds; Calculating the Impeller Diameter or Speed for a Specific Operating Point; Summary; Problems; Chapter 7 NPSH and Pump Cavitation; Summary; Problems; Chapter 8 Pump Applications and Economics; Pumps in Series and Parallel; Economics of Pumping Systems; Summary; Problems; Chapter 9 Pump Simulation Using PUMPCALC Software; Single Pump Simulation
Simulating Impeller Diameter and Speed ChangeSimulating Impeller Trim for a Design Point; Viscosity Correction Example; Summary; Appendices; Appendix A: Summary of Formulas; Chapter 1; Chapter 2; Chapter 3; Chapter 4; Chapter 6; Chapter 7; Chapter 8; Appendix B: Units and Conversion Factors; Appendix C: Properties of Water - USCS Units; Appendix D: Properties of Common Liquids; Appendix E: Properties of Circular Pipes - USCS Units; Appendix F: Properties of Circular Pipes - SI Units; Appendix G: Head Loss in Water Pipes - USCS Units; Appendix H: Darcy Friction Factors
Appendix I: Least Squares MethodReferences; Index; A; B; C; D; E; F; H; I; L; M; N; P; R; S; T; V
Record Nr. UNINA-9911004743103321
Menon E. Shashi  
Burlington, MA, : Gulf Professional Pub., c2010
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui