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1
Tables for the Hydraulic Design of Pipes, Sewers and Channels Pt.1, v.2
Thomas Telford
Barr
,
D. I. H
gradient
oooo
depth
pipe
discharge
equivalent
diameters
disch
medial
values
colebrook
m3s
solutions
hydraulic
roughness
diameter
ratios
wetted
manning
cntrd
equiv
sect
perim
brdth
ratio
dpth
u.crit
u.equ
circular
pipes
equation
discharges
solution
temperature
proportional
velocities
surface
divide
select
slope
trapezoidal
turbulent
standard
velocity
shows
shape
sewage
coefficient
mann’g
range
Year:
1998
Language:
english
File:
PDF, 47.93 MB
Your tags:
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0
english, 1998
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