Chapt10

Every channel has a critical slope which varies with

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: ssignments are labeled with an asterisk. Problems labeled with an EES icon will benefit from the use of the Engineering Equations Solver (EES), while problems labeled with a computer icon may require the use of a computer. The standard | e-Text Main Menu | end-of-chapter problems 10.1 to 10.128 (categorized in the problem list below) are followed by word problems W10.1 to W10.13, fundamentals of engineering exam problems FE10.1 to FE10.7, comprehensive problems C10.1 to C10.3, and design projects D10.1 and D10.2. Textbook Table of Contents | Study Guide 696 Chapter 10 Open-Channel Flow Problem distribution 9m V Section Topic Problems 10.1 10.2 10.3 10.4 10.4 10.4 10.5 10.6 10.7 10.7 Introduction: Froude number, wave speed Uniform flow: The Chézy formula Efficient uniform-flow channels Specific energy: Critical depth Flow over a bump Sluice-gate flow The hydraulic jump Gradually varied flow Weirs and flumes Backwater curves 10.1 – 10.10 10.11 – 10.36 10.37 – 10.46 10.47 – 10.58 10.59 ...
View Full Document

This note was uploaded on 10/27/2009 for the course MAE 101a taught by Professor Sakar during the Spring '08 term at UCSD.

Ask a homework question - tutors are online