Water-resources engineering

Water-resources engineering

by Chin, David A.

Type Book
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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.

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Title Statements

  • Full title :Water-resources engineering / David A. Chin.

Summary

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.

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Edition Statements

  • Publication Date:©2013.
  • Edition:3rd ed

Publication Statements

  • Publisher(s):Pearson Education
  • Place of Publication:Upper Saddle River, N.J
  • Language:eng
  • Publication Date:©2013.

The Physical Object

  • Description:939 pages : : illustrations, maps ; : 26 cm

Edition Identifiers

  • ISBN:9780132833219, 0132833212
  • oclc:on1028722264
  • LC Classification:TC160
  • Dewey Decimal:627

Table of Contents

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…

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