| Autore |
Akan A. Osman
|
| Edizione | [1st ed.] |
| Pubbl/distr/stampa |
Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, 2006
|
| Descrizione fisica |
1 online resource (377 pages)
|
| Disciplina |
627.042
627.23
|
| Soggetto topico |
Channels (Hydraulic engineering)
Hydraulics
|
| ISBN |
1-281-05186-1
9786611051860
0-08-047980-4
|
| Formato |
Materiale a stampa  |
| Livello bibliografico |
Monografia |
| Lingua di pubblicazione |
eng
|
| Nota di contenuto |
Front Cover; Title Page; Copyright Page; Table of Contents; Preface; Acknowledgments; Chapter 1 Fundamentals of open-channel flow; 1.1 Geometric elements of open channels; 1.2 Velocity and Discharge; 1.3 Hydrostatic pressure; 1.4 Mass, momentum and energy transfer in open-channel flow; 1.4.1 Mass Transfer; 1.4.2 Momentum Transfer; 1.4.3 Energy Transfer; 1.5 Open-channel flow classification; 1.6 Conservation laws; 1.6.1 Conservation of Mass; 1.6.2 Conservation of Momentum; 1.6.3 Conservation of Energy; 1.6.4 Steady Flow Equations; 1.6.5 Steady Spatially-Varied Flow Equations
1.6.6 Comparison and Use of Momentum and Energy Equations; Chapter 2 Energy and momentum principles; 2.1 Critical flow; 2.1.1 Froude Number; 2.1.2 Calculation of Critical Depth; 2.2 Applications of energy principle for steady flow; 2.2.1 Energy Equation; 2.2.2 Specific Energy Diagram for Constant Discharge; 2.2.3 Discharge Diagram for Constant Specific Energy; 2.2.4 Specific Energy in Rectangular Channels; 2.2.5 Choking of Flow; 2.3 Applications of momentum principle for steady flow; 2.3.1 Momentum Equation; 2.3.2 Specific Momentum Diagram for Constant Discharge
2.3.3 Discharge Diagram for Constant Specific Momentum; 2.3.4 Hydraulic Jump; 2.3.5 Specific Momentum in Rectangular Channels; 2.3.6 Hydraulic Jump in Rectangular Channels; 2.3.7 Choking and Momentum Principle; Chapter 3 Normal flow; 3.1 Flow resistance; 3.1.1 Boundary layer and flow resistance; 3.1.2 The Darcy-Weisbach equation; 3.1.3 The Chezy equation; 3.1.4 The Manning formula; 3.2 Normal flow equation; 3.3 Normal depth calculations in uniform channels; 3.4 Normal depth calculations in grass-lined channels; 3.5 Normal depth calculations in riprap channels
3.6 Normal flow in composite channels; 3.7 Normal flow in compound channels; Chapter 4 Gradually-varied flow; 4.1 Classification of channels for gradually-varied flow; 4.2 Classification of gradually-varied flow profiles; 4.3 Significance of Froude number in gradually-varied flow calculations; 4.4 Qualitative determination of expected gradually-varied flow profiles; 4.5 Gradually-varied flow computations; 4.5.1 Direct step method; 4.5.2 Standard step method; 4.6 Applications of gradually-varied flow; 4.6.1 Locating hydraulic jumps; 4.6.2 Lake and channel problems; 4.6.3 Two-lake problems
4.6.4 Effect of choking on water surface profile; 4.7 Gradually-varied flow in channel systems; 4.8 Gradually-varied flow in natural channels; Chapter 5 Design of open channels; 5.1 General design considerations; 5.2 Design of unlined channels; 5.2.1 Maximum permissible velocity method; 5.2.2 Tractive force method; 5.2.3 Channel bends; 5.3 Design of channels with flexible linings; 5.3.1 Design of channels lined with vegetal cover; 5.3.2 Design of riprap channels; 5.3.3 Temporary flexible linings; 5.4 Design of rigid boundary channels; 5.4.1 Experience curve approach; 4.2 Best hydraulic section approach
|
| Record Nr. | UNINA-9910824464003321 |
Info
Open channel hydraulics / / A. Osman Akan
