Tables for the Hydraulic Design of Pipes, Sewers and Channels, Volume 2

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Thomas Telford, 1998 - Channels (Hydraulic engineering) - 304 pages
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This new edition again includes the extended range of pipe size that covers European standards as well as those for the newer materials now widely adopted in the UK. The book's main objective is to aid Colebrook-White assessments of resistance in such pipes and in a great variety of free-surface circumstances including large rivers.
 

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Contents

INTRODUCTION
1
Tables E continued
2
Formation of Tables D and Tables E
9
Multiplying factors on tabulated values of mQ for standard
15
continued
19
Finding discharge in a rectangular open channel
21
MANNINGWILLIAMSON SOLUTIONS
27
CHECKS ON MEAN VELOCITY REYNOLDS NUMBER
30
Trapezoidal channel 15 to 1 sideslope
134
Regime trapezoidal 3 to 1 sideslope
147
2 concave bed river
157
030 concave bed river
165
30 to 1 tangent river
171
Triangular open channel modified table 177
177
Diameters 110mm to 350mm
184
Diameters 350mm to 700mm
190

References
36
Allowances for additional head iosses
42
Circular pipe
44
Form 1 eggshape with 5 lining
50
43 eggshape WRc
56
Ushaped capped
62
Standard arch culvert radius 05 breadth
68
Box culvert 16 splays free surface
74
Metcalf and Eddy M and E Horseshoe
80
B and B Barrel
86
21 deposit or filling in circular pipe
92
24 deposit or filling in circular pipe
93
1584 ASTM arch pipe precast concrete 106
106
continued
117
Trapezoidal channel 0375 to 1 sideslope 120
120
Diameters 700mm to 1125mm
198
Diameters 1125mm to 1575mm
204
Diameters 1575 mm to 2050 mm
210
Diameters 2050mm to 2650mm
216
Diameters 2650 mm to 4000 mm
222
Diameters 4000m to 7500m
228
Diameters 7500m to 1350m
234
Diameters 1350m to 2800m
240
Diameters 2800m to 6000m
247
Table E7 ks 030mm
264
Tables
277
Table
283
Table H14 C 75
290
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