MARC details
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05636cam a2200361 a 4500 |
| 001 - CONTROL NUMBER |
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0DE8676C002B45348FF3D1F29334F2F2 |
| 003 - CONTROL NUMBER IDENTIFIER |
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OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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20240722112132.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
120615s2013 njum a000 0 eng |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
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| LC control number |
2012018911 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
0132833212 (alk. paper) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9780132833219 (alk. paper) |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
DLC |
| Language of cataloging |
eng |
| Transcribing agency |
DLC |
| Modifying agency |
YDX |
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OCLCO |
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YDXCP |
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BTCTA |
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CDX |
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CUY |
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AU@ |
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UPM |
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OCLCF |
| 050 #0 - LIBRARY OF CONGRESS CALL NUMBER |
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| Classification number |
TC 160 |
| Item number |
C52 2013 |
| 050 #0 - LIBRARY OF CONGRESS CALL NUMBER |
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| Classification number |
TC160 |
| Item number |
C52 2013 |
| 082 0# - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Classification number |
627 |
| Edition number |
23 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Chin, David A. |
| 245 00 - TITLE STATEMENT |
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| Title |
Water-resources engineering / |
| Statement of responsibility, etc. |
David A. Chin. |
| 250 ## - EDITION STATEMENT |
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| Edition statement |
3rd ed. |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
Upper Saddle River, N.J. : |
| Name of publisher, distributor, etc. |
Pearson Education, |
| Date of publication, distribution, etc. |
c2013. |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
939 p. : |
| Other physical details |
ill. ; |
| Dimensions |
26 cm. |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Includes bibliographical references (p. 854-911) and index. |
| 505 0# - FORMATTED CONTENTS NOTE |
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| Formatted contents note |
Machine generated contents note: 1.Introduction -- 1.1.Water-Resources Engineering -- 1.2.The Hydrologic Cycle -- 1.3.Design of Water-Resource Systems -- 1.3.1.Water-Control Systems -- 1.3.2.Water-Use Systems -- 1.3.3.Supporting Federal Agencies in the United States -- Problem -- 2.Fundamentals of Flow in Closed Conduits -- 2.1.Introduction -- 2.2.Single Pipelines -- 2.2.1.Steady-State Continuity Equation -- 2.2.2.Steady-State Momentum Equation -- 2.2.3.Steady-State Energy Equation -- 2.2.3.1.Energy and hydraulic grade lines -- 2.2.3.2.Velocity profile -- 2.2.3.3.Head losses in transitions and fittings -- 2.2.3.4.Head losses in noncircular conduits -- 2.2.3.5.Empirical friction-loss formulae -- 2.2.4.Water Hammer -- 2.3.Pipe Networks -- 2.3.1.Nodal Method -- 2.3.2.Loop Method -- 2.3.3.Application of Computer Programs -- 2.4.Pumps -- 2.4.1.Affinity Laws -- 2.4.2.Pump Selection -- 2.4.2.1.Commercially available pumps -- 2.4.2.2.System characteristics -- 2.4.2.3.Limits on pump location -- 2.4.3.Multiple-Pump Systems -- 2.4.4.Variable-Speed Pumps -- Problems -- 3.Design of Water-Distribution Systems -- 3.1.Introduction -- 3.2.Water Demand -- 3.2.1.Per-Capita Forecast Mode1 -- 3.2.1.1.Estimation of per-capita demand -- 3.2.1.2.Estimation of population -- 3.2.2.Temporal Variations in Water Demand -- 3.2.3.Fire Demand -- 3.2.4.Design Flows -- 3.3.Components of Water-Distribution Systems -- 3.3.1.Pipelines -- 3.3.1.1.Minimum size -- 3.3.1.2.Service lines -- 3.3.1.3.Pipe materials -- 3.3.2.Pumps -- 3.3.3.Valves -- 3.3.4.Meters -- 3.3.5.Fire Hydrants -- 3.3.6.Water-Storage Reservoirs -- 3.4.Performance Criteria for Water-Distribution Systems -- 3.4.1.Service Pressures -- 3.4.2.Allowable Velocities -- 3.4.3.Water Quality -- 3.4.4.Network Analysis -- 3.5.Building Water-Supply Systems -- 3.5.1.Specification of Design Flows -- 3.5.2.Specification of Minimum Pressures -- 3.5.3.Determination of Pipe Diameters -- Problems -- 4.Fundamentals of Flow in Open Channels -- 4.1.Introduction -- 4.2.Basic Principles -- 4.2.1.Steady-St |
| 505 0# - FORMATTED CONTENTS NOTE |
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| Formatted contents note |
Note continued: 12.3.4.Vegetated Filter Strips -- 12.3.5.Bioretention Systems -- 12.3.6.Exfiltration Trenches -- 12.3.6.1.General design guidelines -- 12.3.6.2.Design for flood control -- 12.3.6.3.Design for water-quality control -- 12.3.7.Subsurface Exfiltration Galleries -- 12.4.Selection of SCMs for Water-Quality Control -- 12.4.1.Nonstructural SCMs -- 12.4.2.Structural SCMs -- 12.4.3.Other Considerations -- 12.5.Major Drainage System -- Problems -- 13.Estimation of Evapotranspiration -- 13.1.Introduction -- 13.2.Penman-Monteith Equation -- 13.2.1.Aerodynamic Resistance -- 13.2.2.Surface Resistance -- 13.2.3.Net Radiation -- 13.2.3.1.Shortwave radiation -- 13.2.3.2.Longwave radiation -- 13.2.4.Soil Heat Flux -- 13.2.5.Latent Heat of Vaporization -- 13.2.6.Psychrometric Constant -- 13.2.7.Saturation Vapor Pressure -- 13.2.8.Vapor-Pressure Gradient -- 13.2.9.Actual Vapor Pressure -- 13.2.10.Air Density -- 13.3.Application of the PM Equation -- 13.4.Potential Evapotranspiration -- 13.5.Reference Evapotranspiration -- 13.5.1.FAO56-Penman-Monteith Method -- 13.5.2.ASCE Penman-Monteith Method -- 13.5.3.Evaporation Pans -- 13.5.4.Empirical Methods -- 13.6.Actual Evapotranspiration -- 13.6.1.Index-of-Dryness Method -- 13.6.2.Crop-Coefficient Method -- 13.6.3.Remote Sensing -- 13.7.Selection of ET Estimation Method -- Problems -- 14.Fundamentals of Groundwater Hydrology I: Governing Equations -- 14.1.Introduction -- 14.2.Darcy's Law -- 14.2.1.Hydraulic Conductivity -- 14.2.1.1.Empirical formulae -- 14.2.1.2.Classification -- 14.2.1.3.Anisotropic properties -- 14.2.1.4.Stochastic properties -- 14.3.General Flow Equation -- 14.4.Two-Dimensional Approximations -- 14.4.1.Unconfined Aquifers -- 14.4.2.Confined Aquifers -- 14.5.Flow in the Unsaturated Zone -- Problems -- 15.Fundamentals of Groundwater Hydrology II: Applications -- 15.1.Introduction -- 15.2.Steady-State Solutions -- 15.2.1.Unconfined Flow Between Two Reservoirs -- 15.2.2.Well in a Confined Aquifer -- 15.2.3.Well in an Unconfined Aquifer -- 15.2.4.Well in |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
Water-Resources Engineering provides comprehensive coverage of hydraulics, hydrology, and water-resources planning and management. Presented from first principles, the material is rigorous, relevant to the practice of water resources engineering, and reinforced by detailed presentations of design applications. Prior knowledge of fluid mechanics and calculus (up to differential equations) is assumed. |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Hydraulics. |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Hydrology. |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Water resources development. |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Waterworks. |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Book |