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Engineering Hydraulics / (Record no. 2385)

MARC details
000 -CABECERA
campo de control de longitud fija	06203 a2200265 4500
008 - DATOS DE LONGITUD FIJA--INFORMACIÓN GENERAL
campo de control de longitud fija	250318s########\|\|\|\|\|\|\|\|\|\|\|\|\|\|\|\|\|\|\|\|\|\|\|#d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number	0-471-74283-X
040 ## - FUENTE DE CATALOGACIÓN
Centro catalogador/agencia de origen	GAMADERO2
Lengua de catalogación	spa
Centro/agencia transcriptor	GAMADERO2
100 ## - ENTRADA PRINCIPAL--NOMBRE DE PERSONA
Nombre de persona	Hunter Rouse
245 ## - MENCIÓN DEL TÍTULO
Título	Engineering Hydraulics /
250 ## - MENCION DE EDICION
Mención de edición	1
260 ## - PUBLICACIÓN, DISTRIBUCIÓN, ETC.
Nombre del editor, distribuidor, etc.	John Wiley & sons
Lugar de publicación, distribución, etc.	U.S.A
300 ## - DESCRIPCIÓN FÍSICA
Extensión	1039
Otras características físicas	Ilustraciones, tablas, graficos
Dimensiones	23.5CM x 15.5cm
490 0# - MENCIÓN DE SERIE
Mención de serie	series
504 ## - NOTA DE BIBLIOGRAFÍA, ETC.
Nota de bibliografía, etc.	EDITORIAL<br/>John Wiley & sons<br/>ISBN <br/>0-471-74283-X
505 ## - NOTA DE CONTENIDO CON FORMATO
Nota de contenido con formato	CONTENTS<br/><br/>1. FUNDAMENTAL PRINCIPLES OF FLOW-HUNTER ROUSE<br/><br/>A. Preliminary Considerations...<br/><br/>B. Velocity Distribution in Accelerated Flow<br/><br/>C. Pressure Distribution in Accelerated Flow<br/><br/>D. Effects of Gravity on Fluid Motion<br/><br/>E. One-Dimensional Methods of Analysis<br/><br/>F. Viscosity and Fluid Turbulence<br/><br/>G. Surface Resistance.<br/><br/>H. Form Resistance<br/><br/>11. HYDRAULIC SIMILITUDE-J. E. WARNOCK<br/><br/>1<br/><br/>6<br/><br/>25<br/><br/>37<br/><br/>55<br/><br/>75<br/><br/>99<br/><br/>115<br/><br/>A. Introduction<br/><br/>B. Similitude Requirements<br/><br/>C. Model Techniques<br/><br/>D. Closed-Conduit Models.<br/><br/>E. Open-Channel Models<br/><br/>F. Tidal and Wave Models<br/><br/>G. Hydraulic-Machinery Models<br/><br/>136<br/><br/>138<br/><br/>144<br/><br/>148<br/><br/>156<br/><br/>167<br/><br/>172<br/><br/>III. FLOW MEASUREMENT-J. W. HOWE<br/><br/>A. Measurement of Fundamental Quantities<br/><br/>177<br/><br/>B. Pressure Measurement<br/><br/>186<br/><br/>C. Velocity Measurement<br/><br/>193<br/><br/>D. Discharge Measurement in Closed Conduits<br/><br/>200<br/><br/>E. Discharge Measurement in Open Channels<br/><br/>212<br/><br/>IV. HYDROLOGY-G, R. WILLIAMS<br/><br/>A. Hydrology as a Science<br/><br/>B. Meteorological Principles<br/><br/>C. Climatology<br/><br/>D. Runoff<br/><br/>E. Ground Water<br/><br/>F. Storm Rainfall<br/><br/>G. Storm Runoff<br/><br/>H. Relation between Storm Rainfall and Storm Runoff<br/><br/>229<br/><br/>233<br/><br/>246<br/><br/>256<br/><br/>264<br/><br/>267<br/><br/>289<br/><br/>305<br/><br/>309<br/><br/>I. Rational Theory of Surface Runoff for Drainage Design<br/><br/>V. FLOW OF GROUND WATER-C. E. JACOB<br/><br/>A. Introduction<br/><br/>B. Derivation of the Fundamental Equations<br/><br/>C. Steady Confined Flow<br/><br/><br/>CONTENTS<br/><br/>D Unsteady Confined Flow<br/><br/>E. Unconfined Flow<br/><br/>VI STEADY FLOW IN PIPES AND CONDUITS-VIREKTHE<br/><br/>364<br/><br/>378<br/><br/>A General Considerations<br/><br/>Velocity Distribution<br/><br/>C. Surface Resistance<br/><br/>D. Form Resistance<br/><br/>E. Analysis of Compound Lines<br/><br/>387<br/><br/>192<br/><br/>402<br/><br/>412<br/><br/>425<br/><br/>434<br/><br/>F. Analysis of Complex Systems<br/><br/>VII. SURGES AND WATER HAMMER-J. S. McNows<br/><br/>A. Unsteady Flow in Closed Conduits<br/><br/>B. Surge Tanks and Conduit Flow<br/><br/>C. Water Hammer in Simple Conduits<br/><br/>D. Water Hammer and Hydraulic Design<br/><br/>444<br/><br/>459<br/><br/>468<br/><br/>486<br/><br/>VIII. CHANNEL TRANSITIONS AND CONTROLS-A T IPPes<br/><br/>A. General Considerations<br/><br/>B. Transitions for Subcritical Flow<br/><br/>C. Control Sections<br/><br/>D. Transitions for Supercritical Flow<br/><br/>E. Stilling Basins<br/><br/>496<br/><br/>512<br/><br/>525<br/><br/>543<br/><br/>570<br/><br/>IX. GRADUALLY VARIED CHANNEL FLOW-CJ POSEY<br/><br/>A. Preliminary Considerations<br/><br/>B. Gradually Varied Flow in Uniform Channels<br/><br/>C. Analysis of Flow Profiles<br/><br/>D. Gradually Varied Flow in Non-Uniform Channels<br/><br/>589<br/><br/>609<br/><br/>617<br/><br/>622<br/><br/>X. FLOOD ROUTING-B. R. GILCREST<br/><br/>A. Introduction<br/><br/>635<br/><br/>B. Mathematics of Flood Routing<br/><br/>6.38<br/><br/>C. Routing of Floods through Reservoirs<br/><br/>662<br/><br/>D. Routing of Floods through Open Channels<br/><br/>676<br/><br/>XI. WAVE MOTION-G. Η KEULEGAN<br/><br/>A. Preliminary Considerations<br/><br/>B. Shallow-Water Waves<br/><br/>C. Deep-Water Waves<br/><br/>D. Oscillatory Waves in Shatlow Water<br/><br/>E. Transformation of Waves<br/><br/>F. Open-Channel Surges<br/><br/>G. Internal Waves<br/><br/>711<br/><br/>718<br/><br/>726<br/><br/>731<br/><br/>736<br/><br/>745<br/><br/>756<br/><br/>XII. SEDIMENT TRANSPORTATION-CARL B. BROWS<br/><br/>A The Sediment Problem<br/><br/>B. Sediment Properties<br/><br/>C. Fundamental Principles of Movement<br/><br/>769<br/><br/>774<br/><br/>786
520 ## - RESUMEN, ETC.
Resumen, etc.	Although 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.<br/><br/>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.<br/><br/>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.<br/>
526 ## - NOTA DE INFORMACIÓN SOBRE EL PROGRAMA DE ESTUDIO
Program name	Ingeniería Industrial
650 #0 - PUNTO DE ACCESO ADICIONAL DE MATERIA--TÉRMINO DE MATERIA
Término de materia o nombre geográfico como elemento de entrada	Ingeniería Industrial
9 (RLIN)	2418
942 ## - ELEMENTOS DE ENTRADA SECUNDARIOS (KOHA)
Tipo de ítem Koha	Libro
Fuente del sistema de clasificación o colocación	Clasificación Decimal Dewey
Edición	1
945 ## - CATALOGADORES
Número del Creador del Registro	1
Nombre del Creador del Registro	admin
Número de último modificador del registro	1261
Nombre del último modificador del registro	Jenny Viridiana Quiroz Linares