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|a UAMI
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|a Singh, V. P.
|q (Vijay P.)
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|a Entropy theory in hydraulic engineering :
|b an introduction /
|c Vijay P. Singh, Ph. D., P.E.
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264 |
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1 |
|a Reston, Virginia :
|b American Society of Civil Engineers,
|c [2014]
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300 |
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|a 1 online resource (xv, 785 pages)
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336 |
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|a text
|b txt
|2 rdacontent
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337 |
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|a computer
|b c
|2 rdamedia
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338 |
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|a online resource
|b cr
|2 rdacarrier
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490 |
1 |
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|a ASCE Press
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504 |
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|a Includes bibliographical references and index.
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|a Contents -- Preface -- Chapter 1 Entropy Theory -- 1.1 Overview of This Volume -- 1.2 Entropy Concept -- 1.3 Entropy Theory -- 1.4 Types of Entropy -- 1.5 Application of Entropy Theory to Hydraulic Engineering Problems -- 1.6 Hypothesis on the Cumulative Distribution Function -- 1.7 Methodology for Application of Entropy Theory -- Appendix 1.1 -- Questions -- References -- Additional Reading -- Part 1: Velocity Distributions -- Chapter 2 One-Dimensional Velocity Distributions -- 2.1 Preliminaries -- 2.2 Derivation of One-Dimensional Velocity Distributions
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|a 2.3 One-Dimensional Velocity Distribution with No Physical Constraint2.4 One-Dimensional Velocity Distribution with One Physical Constraint -- 2.5 Testing of One-Physical-Constraint Velocity Distribution -- 2.6 One-Dimensional Velocity Distribution with Two Physical Constraints -- 2.7 One-Dimensional Velocity Distribution with Three Physical Constraints -- Appendix 2.1: Method of Lagrange Multipliers -- Questions -- References -- Additional Reading -- Chapter 3 Two-Dimensional Velocity Distributions -- 3.1 Derivation of Velocity Distributions
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|a 3.2 Construction of Isovels and Relation between (x, y) Coordinates and (r, s) Coordinates3.3 Estimation of Parameters of Velocity Distribution -- 3.4 Maximum and Mean Velocities -- 3.5 Comparison of Mean Velocity Estimates -- 3.6 Alternative Method for Estimation of the Cross-Sectional Area Mean Velocity for New River Sites -- 3.7 Derivation of 2-D Velocity Distribution Using a Mathematically Sound Coordinate System -- 3.8 Trapezoidal Domain -- Appendix 3.1 -- Appendix 3.2 -- Questions -- References -- Additional Reading
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|a Chapter 4 Power Law and Logarithmic Velocity Distributions4.1 Preliminaries -- 4.2 One-Dimensional Power Law Velocity Distribution -- 4.3 One-Dimensional Prandtl�von Karman Universal Velocity Distribution -- 4.4 Two-Dimensional Power Law Velocity Distribution -- 4.5 Two-Dimensional Prandtl�von Karman Velocity Distribution -- 4.6 Two-Dimensional Representation of Velocity Using a General Framework -- Questions -- References -- Additional Reading -- Chapter 5 Applications of Velocity Distributions -- 5.1 Sampling Velocity Measurements
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|a 5.2 Use of k[sub(1)]�Entropy Relation for Characterizing Open-Channel Flows5.3 Energy and Momentum Coefficients -- 5.4 Shear Stress Distribution -- 5.5 Relation between Maximum Velocity, Darcy�s Friction Factor, and Entropy Number -- 5.6 Discharge Measurements -- 5.7 Determination of Discharge at Remote Locations -- 5.8 Determination of Flow Depth Distribution -- 5.9 Determination of Entropy Parameter from Hydraulic and Geometric Characteristics -- Questions -- References -- Additional Reading -- Chapter 6 Velocity Distribution in Pipe Flow
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|a Entropy Theory in Hydraulic Engineering: An Introduction is the first book to explain the basic concepts of entropy theory from a hydraulic perspective and demonstrate the theory's application in solving practical engineering problems. In the hydraulic context, entropy is valuable as a way of measuring uncertainty or surprise -or even disorder or chaos- as a type of information. As hydraulic systems become more complex, entropy theory enables hydraulic engineers to quantify uncertainty, determine risk and reliability, estimate parameters, model processes, and design more robust and dependable water hydraulic systems. Drawing on many years of experience applying and teaching hydraulics, Vijay Singh provides a clear introduction to the fundamentals of entropy theory as it has evolved over the past 40 years. He explores its application in five areas important to hydraulic engineers: velocity distributions, sediment concentration and discharge, hydraulic geometry, channel design, and water distribution systems. More than 170 solved examples illustrate these applications, and each chapter concludes with problem sets and plentiful references. By illustrating the power, usefulness, and versatility of entropy theory, this book puts a valuable tool in the hands of practitioners. Graduate students, advanced undergraduates, and their professors will benefit from the lucid explanation of a complex theory and its applications.
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590 |
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|a Knovel
|b ACADEMIC - Mechanics & Mechanical Engineering
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650 |
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0 |
|a Hydrodynamics.
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650 |
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0 |
|a Hydraulics
|x Mathematics.
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650 |
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0 |
|a Entropy.
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650 |
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6 |
|a Hydrodynamique.
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650 |
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6 |
|a Hydraulique
|x Mathématiques.
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650 |
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6 |
|a Entropie.
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650 |
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7 |
|a entropy.
|2 aat
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650 |
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7 |
|a TECHNOLOGY & ENGINEERING
|x Hydraulics.
|2 bisacsh
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650 |
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7 |
|a Entropy.
|2 fast
|0 (OCoLC)fst00912823
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650 |
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7 |
|a Hydraulics
|x Mathematics.
|2 fast
|0 (OCoLC)fst00964786
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650 |
|
7 |
|a Hydrodynamics.
|2 fast
|0 (OCoLC)fst00964901
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653 |
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|a Velocity distribution
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|a Hydraulic engineering
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|a Entropy methods
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|a Hydraulic design
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|a Water discharge
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653 |
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|a Water supply systems
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653 |
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|a Fluid velocity
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653 |
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|a Velocity profile
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776 |
0 |
8 |
|i Print version:
|a Singh, V.P.
|t Entropy theory in hydraulic engineering :
|b an introduction .
|d Reston, Virginia :American Society of Civil Engineers, 2014
|z 9780784412725
|w (DLC) 2013047646
|w (OCoLC)870335315
|
830 |
|
0 |
|a ASCE Press.
|
856 |
4 |
0 |
|u https://appknovel.uam.elogim.com/kn/resources/kpETHEAI0C/toc
|z Texto completo
|
938 |
|
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|a American Society of Civil Engineers
|b ASCE
|n 10.1061/9780784412725
|
938 |
|
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|b EBLB
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|b EBRY
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|b EBSC
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938 |
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|b YANK
|n 11920800
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