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020			_a0-471-74283-X
040			_aGAMADERO2 _bspa _cGAMADERO2
100			_aHunter Rouse
245			_aEngineering Hydraulics /
250			_a1
260			_bJohn Wiley & sons _aU.S.A
300			_a1039 _bIlustraciones, tablas, graficos _c23.5CM x 15.5cm
490	0		_aseries
504			_aEDITORIAL John Wiley & sons ISBN 0-471-74283-X
505			_aCONTENTS 1. FUNDAMENTAL PRINCIPLES OF FLOW-HUNTER ROUSE A. Preliminary Considerations... B. Velocity Distribution in Accelerated Flow C. Pressure Distribution in Accelerated Flow D. Effects of Gravity on Fluid Motion E. One-Dimensional Methods of Analysis F. Viscosity and Fluid Turbulence G. Surface Resistance. H. Form Resistance 11. HYDRAULIC SIMILITUDE-J. E. WARNOCK 1 6 25 37 55 75 99 115 A. Introduction B. Similitude Requirements C. Model Techniques D. Closed-Conduit Models. E. Open-Channel Models F. Tidal and Wave Models G. Hydraulic-Machinery Models 136 138 144 148 156 167 172 III. FLOW MEASUREMENT-J. W. HOWE A. Measurement of Fundamental Quantities 177 B. Pressure Measurement 186 C. Velocity Measurement 193 D. Discharge Measurement in Closed Conduits 200 E. Discharge Measurement in Open Channels 212 IV. HYDROLOGY-G, R. WILLIAMS A. Hydrology as a Science B. Meteorological Principles C. Climatology D. Runoff E. Ground Water F. Storm Rainfall G. Storm Runoff H. Relation between Storm Rainfall and Storm Runoff 229 233 246 256 264 267 289 305 309 I. Rational Theory of Surface Runoff for Drainage Design V. FLOW OF GROUND WATER-C. E. JACOB A. Introduction B. Derivation of the Fundamental Equations C. Steady Confined Flow CONTENTS D Unsteady Confined Flow E. Unconfined Flow VI STEADY FLOW IN PIPES AND CONDUITS-VIREKTHE 364 378 A General Considerations Velocity Distribution C. Surface Resistance D. Form Resistance E. Analysis of Compound Lines 387 192 402 412 425 434 F. Analysis of Complex Systems VII. SURGES AND WATER HAMMER-J. S. McNows A. Unsteady Flow in Closed Conduits B. Surge Tanks and Conduit Flow C. Water Hammer in Simple Conduits D. Water Hammer and Hydraulic Design 444 459 468 486 VIII. CHANNEL TRANSITIONS AND CONTROLS-A T IPPes A. General Considerations B. Transitions for Subcritical Flow C. Control Sections D. Transitions for Supercritical Flow E. Stilling Basins 496 512 525 543 570 IX. GRADUALLY VARIED CHANNEL FLOW-CJ POSEY A. Preliminary Considerations B. Gradually Varied Flow in Uniform Channels C. Analysis of Flow Profiles D. Gradually Varied Flow in Non-Uniform Channels 589 609 617 622 X. FLOOD ROUTING-B. R. GILCREST A. Introduction 635 B. Mathematics of Flood Routing 6.38 C. Routing of Floods through Reservoirs 662 D. Routing of Floods through Open Channels 676 XI. WAVE MOTION-G. Η KEULEGAN A. Preliminary Considerations B. Shallow-Water Waves C. Deep-Water Waves D. Oscillatory Waves in Shatlow Water E. Transformation of Waves F. Open-Channel Surges G. Internal Waves 711 718 726 731 736 745 756 XII. SEDIMENT TRANSPORTATION-CARL B. BROWS A The Sediment Problem B. Sediment Properties C. Fundamental Principles of Movement 769 774 786
520			_aAlthough American technical literature is replete with contributions to the applied science of hydraulics, this country had still produced no comprehensive reference volume on the subject as the first half of the century neared an end. For the detailed principles of analysis required in many design problems, hydraulic engineers had recourse only to college textbooks, handbooks, and office manuals, or to such foreign works as Forchheimer's Hydraulik, Gibson's Hydraulics and Its Applications, and perhaps Flamant's Hydraulique. Indeed, the recent publication of Dominguez' Hidráulica and Jaeger's Technische Hydraulik only emphasized the inadequacy of our own literature in this field. Extensive treatises on hydraulic engineering had been written in the United States, to be sure, but never a thoroughgoing presentation of engineering hydraulics in its own right. As the fourth in its series of triennial hydraulics conferences, there fore, the lowa Institute of Hydraulic Research arranged a group of technical sessions with the specific aim of bringing such a book into existence. On the basis of preliminary discussions, the senior staff of the Institute divided the field into thirteen interrelated subjects, and, guided by advice from its Board of Consultants, in 1947 invited authorities on the various subjects to prepare papers representing consecutive chapters of the book. After outlines and tentative drafts had initially been correlated, the manuscripts were written and sub-mitted in 1948, carefully edited to the end of further correlation, and then preprinted in time for distribution to the conference registrants in the spring of 1949. The primary purpose of the conference itself, attended by 425 engineers from 40 states and 12 foreign countries, was the critical review of the chapter preprints. Discussion of the undertaking as a whole and of Chapter I in particular was led by Boris A. Bakhmeteff of Columbia University. Leaders for the twelve other chapter dis-cussions were the following: Warnock's Chapter IH, Edward Soucek of the Corps of Engineers; Howe's Chapter III, C. G. Paulsen of the U. S. Geological Survey; Williams' Chapter IV (presented in the author's absence by his colleague, G. T. McCarthy), W. W. Horner of Horner and Shifrin; Jacob's Chapter V, J. G. Ferris of the U. S.
526			_aIngeniería Industrial
650		0	_aIngeniería Industrial _92418
942			_cLIB _2ddc _e1
945			_a1 _badmin _c1261 _dJenny Viridiana Quiroz Linares
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