ASCE 9780784406311 2002
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Hydraulic Design of Labyrinth Weirs
Published By | Publication Date | Number of Pages |
ASCE | 2002 | 173 |
Henry Falvey compiles a comprehensive handbook on the hydraulic design of labyrinth spillways — from theory to current practice — and presents a state-of-the-art method for the effective design of labyrinth weirs.
PDF Catalog
PDF Pages | PDF Title |
---|---|
4 | Preface |
5 | Nomenclature |
8 | Contents |
12 | Chapter 1: Introduction Purpose Types of Spillways |
17 | Flow Characteristics Other Purposes |
18 | Previous Installations |
20 | Chapter 2: Analytic Development Approaches Side Channel Spillways Equations of Motion |
26 | Skew Weirs |
27 | Labyrinth Weirs Conclusions |
30 | Chapter 3: Nappe Interference Introduction |
31 | Theory |
35 | Model Studies |
42 | Chapter 4: Crests Shapes Types of Crests |
43 | Theoretical Minimum Value of the Discharge Coefficient Discharge Characteristics Sharp Crest and Flat Top Profile |
44 | Quarter-Round Profile |
45 | Half-Round Profile |
48 | Nappe Profile or Ogee Crest Profile |
52 | Chapter 5: Design Curves Introduction |
53 | Basic Parameters |
54 | Definition of Upstream Head |
55 | Design Curves Derived from Model Studies Taylor |
58 | Darvas |
60 | Megalháes and Lorena |
61 | Lux |
64 | Tullis et al. |
65 | Example Computations |
67 | Critique of Design Curves |
72 | Chapter 6: Downstream Chute Introduction Supercritical Waves |
75 | Aprons |
78 | Submergence |
80 | Chapter 7: Nappe Oscillation Introduction Nappe Vibration |
81 | Case Study |
85 | Surging Flows |
86 | Conclusions |
88 | Chapter 8: Design Significant Parameters General Guidelines for Parameter Selection Headwater Ratio Vertical Aspect Ratio/Sidewall Angle |
89 | Magnification Ratio Sidewall Angle/Magnification |
90 | Efficacy |
92 | Apex Ratio |
93 | Crest Shape Interference Length Ratio Approach Flow Conditions |
95 | Downstream Channel Layout and Quantities |
99 | Design Procedure Steps |
100 | Spreadsheet |
106 | Chapter 9: Sedimentation and Ice Sedimentation Fundamentals |
107 | Boardman |
108 | Hellsgate |
109 | Garland Power Canal |
111 | Conclusions Ice |
114 | Chapter 10: Aeration Introduction |
115 | Theory Falling Jet Types |
117 | Performance |
118 | Conclusions |
120 | Chapter 11: Special Cases Introduction Fusegates™ |
124 | Detention Dams |
126 | Sheet Piling |
130 | Chapter 12: Modeling Procedures Introduction Systematic Errors Scale Effects Caused by Surface Tension |
132 | Method of Operation |
134 | Random Errors |
135 | Conclusions Application |
136 | Case Study |
142 | Appendix A |
156 | Appendix B |
160 | Bibliography |
172 | Index A B C D E F G H |
173 | I J K L M N O P Q R S T U V W |