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Pipe Flow : a Practical and Comprehensive Guide.
Pipe Flow provides the information required to design and analyze the piping systems needed to support a broad range of industrial operations, distribution systems, and power plants. Throughout the book, the authors demonstrate how to accurately predict and manage pressure loss while working with a...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Hoboken :
John Wiley & Sons,
2012.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Rennels, Donald C. | |
| 245 | 1 | 0 | |a Pipe Flow : |b a Practical and Comprehensive Guide. |
| 260 | |a Hoboken : |b John Wiley & Sons, |c 2012. | ||
| 300 | |a 1 online resource (629 pages) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
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| 505 | 0 | |a Cover; Title page; Copyright page; Epigraph; PREFACE; NOMENCLATURE; PART I: METHODOLOGY; 1 FUNDAMENTALS; 1.1 SYSTEMS OF UNITS; 1.2 FLUID PROPERTIES; 1.3 IMPORTANT DIMENSIONLESS RATIOS; 1.4 EQUATIONS OF STATE; 1.5 FLUID VELOCITY; 1.6 FLOW REGIMES; 2 CONSERVATION EQUATIONS; 2.1 CONSERVATION OF MASS; 2.2 CONSERVATION OF MOMENTUM; 2.3 THE MOMENTUM FLUX CORRECTION FACTOR; 2.4 CONSERVATION OF ENERGY; 2.5 GENERAL ENERGY EQUATION; 2.6 HEAD LOSS; 2.7 THE KINETIC ENERGY CORRECTION FACTOR; 2.8 CONVENTIONAL HEAD LOSS; 2.9 GRADE LINES; 3 INCOMPRESSIBLE FLOW; 3.1 CONVENTIONAL HEAD LOSS. | |
| 505 | 8 | |a 3.2 SOURCES OF HEAD LOSS4 COMPRESSIBLE FLOW; 4.1 PROBLEM SOLUTION METHODS; 4.2 APPROXIMATE COMPRESSIBLE FLOW USING INCOMPRESSIBLE FLOW EQUATIONS; 4.3 ADIABATIC COMPRESSIBLE FLOW WITH FRICTION: IDEAL EQUATION; 4.4 ISOTHERMAL COMPRESSIBLE FLOW WITH FRICTION: IDEAL EQUATION; 4.5 EXAMPLE PROBLEM: COMPRESSIBLE FLOW THROUGH PIPE; 5 NETWORK ANALYSIS; 5.1 COUPLING EFFECTS; 5.2 SERIES FLOW; 5.3 PARALLEL FLOW; 5.4 BRANCHING FLOW; 5.5 EXAMPLE PROBLEM: RING SPARGER; 5.6 EXAMPLE PROBLEM: CORE SPRAY SYSTEM; 6 TRANSIENT ANALYSIS; 6.1 METHODOLOGY; 6.2 EXAMPLE PROBLEM: VESSEL DRAIN TIMES. | |
| 505 | 8 | |a 6.3 EXAMPLE PROBLEM: POSITIVE DISPLACEMENT PUMP6.4 EXAMPLE PROBLEM: TIME-STEP INTEGRATION; 7 UNCERTAINTY; 7.1 ERROR SOURCES; 7.2 PRESSURE DROP UNCERTAINTY; 7.3 FLOW RATE UNCERTAINTY; 7.4 EXAMPLE PROBLEM: PRESSURE DROP; 7.5 EXAMPLE PROBLEM: FLOW RATE; PART II: LOSS COEFFICIENTS; 8 SURFACE FRICTION; 8.1 FRICTION FACTOR; 8.2 THE COLEBROOK-WHITE EQUATION; 8.3 THE MOODY CHART; 8.4 EXPLICIT FRICTION FACTOR FORMULATIONS; 8.5 ALL-REGIME FRICTION FACTOR FORMULAS; 8.6 SURFACE ROUGHNESS; 8.7 NONCIRCULAR PASSAGES; 9 ENTRANCES; 9.1 SHARP-EDGED ENTRANCE; 9.2 ROUNDED ENTRANCE; 9.3 BEVELED ENTRANCE. | |
| 505 | 8 | |a 9.4 ENTRANCE THROUGH AN ORIFICE10 CONTRACTIONS; 10.1 FLOW MODEL; 10.2 SHARP-EDGED CONTRACTION; 10.3 ROUNDED CONTRACTION; 10.4 CONICAL CONTRACTION; 10.5 BEVELED CONTRACTION; 10.6 SMOOTH CONTRACTION; 10.7 PIPE REDUCER: CONTRACTING; 11 EXPANSIONS; 11.1 SUDDEN EXPANSION; 11.2 STRAIGHT CONICAL DIFFUSER; 11.3 MULTISTAGE CONICAL DIFFUSERS; 11.4 CURVED WALL DIFFUSER; 11.5 PIPE REDUCER: EXPANDING; 12 EXITS; 12.1 DISCHARGE FROM A STRAIGHT PIPE; 12.2 DISCHARGE FROM A CONICAL DIFFUSER; 12.3 DISCHARGE FROM AN ORIFICE; 12.4 DISCHARGE FROM A SMOOTH NOZZLE; 13 ORIFICES; 13.1 GENERALIZED FLOW MODEL. | |
| 505 | 8 | |a 13.2 SHARP-EDGED ORIFICE13.3 ROUND-EDGED ORIFICE; 13.4 BEVEL-EDGED ORIFICE; 13.5 THICK-EDGED ORIFICE; 13.6 MULTIHOLE ORIFICES; 13.7 NONCIRCULAR ORIFICES; 14 FLOW METERS; 14.1 FLOW NOZZLE; 14.2 VENTURI TUBE; 14.3 NOZZLE/VENTURI; 15 BENDS; 15.1 ELBOWS AND PIPE BENDS; 15.2 COILS; 15.3 MITER BENDS; 15.4 COUPLED BENDS; 15.5 BEND ECONOMY; 16 TEES; 16.1 DIVERGING TEES; 16.2 CONVERGING TEES; 17 PIPE JOINTS; 17.1 WELD PROTRUSION; 17.2 BACKING RINGS; 17.3 MISALIGNMENT; 18 VALVES; 18.1 MULTITURN VALVES; 18.2 QUARTER-TURN VALVES; 18.3 SELF-ACTUATED VALVES; 18.4 CONTROL VALVES. | |
| 500 | |a 18.5 VALVE LOSS COEFFICIENTS. | ||
| 520 | |a Pipe Flow provides the information required to design and analyze the piping systems needed to support a broad range of industrial operations, distribution systems, and power plants. Throughout the book, the authors demonstrate how to accurately predict and manage pressure loss while working with a variety of piping systems and piping components. The book draws together and reviews the growing body of experimental and theoretical research, including important loss coefficient data for a wide selection of piping components. Experimental test data and published formulas are examined, integrated a. | ||
| 588 | 0 | |a Print version record. | |
| 504 | |a Includes bibliographical references and index. | ||
| 546 | |a English. | ||
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Pipe |x Fluid dynamics. | |
| 650 | 0 | |a Water-pipes |x Hydrodynamics. | |
| 650 | 0 | |a Fluid mechanics. | |
| 650 | 6 | |a Tuyauterie |x Dynamique des fluides. | |
| 650 | 6 | |a Tuyaux d'eau |x Hydrodynamique. | |
| 650 | 6 | |a Mécanique des fluides. | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Material Science. |2 bisacsh | |
| 650 | 7 | |a Fluid mechanics |2 fast | |
| 650 | 7 | |a Pipe |x Fluid dynamics |2 fast | |
| 650 | 7 | |a Water-pipes |x Hydrodynamics |2 fast | |
| 650 | 7 | |a Fluiddynamik. |2 sao | |
| 655 | 4 | |a Llibres electrònics. | |
| 700 | 1 | |a Hudson, Hobart M. | |
| 758 | |i has work: |a Pipe flow (Text) |1 https://id.oclc.org/worldcat/entity/E39PCGPM97vmqHWJBrqwp7frdP |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Rennels, Donald C. |t Pipe Flow : A Practical and Comprehensive Guide. |d Hoboken : John Wiley & Sons, ©2012 |z 9780470901021 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=827149 |z Texto completo |
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