كتاب open channel hydraulics الطبعة الثالثة للبروفيسور Terry. W.Sturm
محتويات الكتاب :-
Preface
Acknowledgments
About the Author
1 Basic Principles
1.1 Introduction
1.2 Characteristics of Open Channel Flow
1.3 Solution of Open Channel Flow Problems
1.4 Purpose
1.5 Historical Background
1.6 Definitions
1.7 Basic Equations
إقرأ أيضاً كتاب الأساسات للدكتور أسامة مصطفى الشافعي
1.8 A Note on Turbulence
1.9 Surface versus Form Resistance
1.10 Dimensional Analysis
1.11 Computer Programs
2 Specific Energy
2.1 Definition of Specific Energy
2.2 Specific Energy Diagram
2.3 Choke
2.4 Discharge Diagram
2.5 Contractions and Expansions with Head Loss
2.6 Critical Depth in Nonrectangular Sections
2.7 Overbank Flow
2.8 Weirs
Sharp-Crested Rectangular Notch Weir
إقرأ أيضاً كتاب ميكانيكا التربة د السيد عبد الفتاح القصبي
Sharp-Crested Triangular Notch Weir
Broad-Crested Wei
Submerged Rectangular Wei
Long-Throated Flume
2.9 Energy Equation in a Stratified Flo
3 Momentu
3.1 Introductio
3.2 Hydraulic Jum
3.3 Stilling Basin
3.4 Surge
3.5 Bridge Pier
3.6 Spur Dike
3.7 Supercritical Transition
Design of Supercritical Contractio
Design of Supercritical Expansio
إقرأ أيضاً قاموس المهندس المدني
4 Uniform Fl
4.1 Introductio
4.2 Dimensional Analysi
4.3 Momentum Analysi
4.4 Background of the Chezy and Manning Formula
4.5 Turbulence and Flow Resistanc
Concepts of Turbulenc
Turbulent Velocity Distribution and Friction Factor
4.6 Discussion of Factors Affecting f and
4.7 Selection of Manning’s n in Natural Channel
4.8 Channels with Composite Roughnes
4.9 Uniform Flow Computation
4.10 Partly Full Flow in Smooth, Circular Conduit
ssssnseesssnownnssssspnmwsrrin Smooth, Circular Conduits
4.11 Street Gutter Flow
4.12 Gravity Sewer Design
4.13 Compound Channels
4.14 Design of Channels with Flexible Linings
Riprap-Lined Channels
Grass-Lined Channels
4.15 Slope Classification
4.16 Flood Control Channels
Best Hydraulic Section
إقرأ أيضاً الكود البريطاني للصلب والخرسانة والجسور المركبة
Corps of Engineers (COE) Riprap Design Method
4.17 Dimensionally Homogeneous Manning’s Formula
4.18 Channel Photographs
5 Gradually Varied Flow
5.1 Introduction
5.2 Equation of Gradually Varied Flow
5.3 Classification of Water Surface Profiles
5.4 Lake Discharge Problem
5.5 Water Surface Profile Computation
5.6 Distance Determined from Depth Changes
Direct Step Method
Direct Numerical Integration
5.7 Depth Computed from Distance Changes
5.8 Natural Channels
5.9 Floodway Encroachment Analysis
5.10 Bresse Solution
5.11 Spatially Varied Flow
6 Hydraulic Structures
6.1 Introduction
