programme for weeks 5-8 tues 1 novlecture as normal fri 4 novoptional clinic – vel profile...
TRANSCRIPT
Programme for weeks 5-8
Tues 1 Nov Lecture as normalFri 4 Nov Optional clinic – Vel profile exerciseTues 8 Nov Optional clinic – Vel profile exerciseFri 11 Nov Optional clinic – Vel profile exerciseTues 15 Nov Directed reading 1Fri 18 Nov Directed reading 1Tues 22 Nov Directed reading 1Fri 25 Nov Q&A session on Vel profile exercise
and directed reading Tues 29 Nov Lecture programme resumes
GY2311/GY2312 Lectures 6-7
Fluid Flows
Uniform flowsBoundary layers
DEPARTMENT OF GEOGRAPHY
Sebaskachu River, Labrador – a tortuous meandering river.
Important flow characteristics
velocity, v
shear stress,
shear velocity, u*
discharge, Q
Stream power,
Uniform flow
Steady flow
Steady Unsteady
Why might uniform flows occur?
Why does a fluid flow?
Why don’t flows continue to accelerate?
Condition for uniform flow
Forces promoting movement = forces resisting movement
Fp = Fr
Fp-Fr = 0
Uniform flow (flow resistance) formulae
SRg
SRCu
u = flow velocity, m s-1
C = roughness coefficient
R = hydraulic radius, m
S = bed slope
= shear stress, N m-2
g = accel. due to gravity, m s-2
u is mean downstream flow velocity and is the mean shear stress acting over the
channel boundary (bed and banks)
Condition for uniform flow
Forces promoting movement = forces resisting movement
Fp = Fr
Fp-Fr = 0
Definition diagram
A
Condition for uniform flowForces promoting movement = forces resisting movement
Fp = Fr
A L g sin P L k u2
u2 = A L g sin P L k
A/P = R
sin = = S (m/m)
The Chezy Equation
u2 = g R S
k
kSRg
u
g/k = constant = C
SRCu
Uniform flow (flow resistance) formulae
SRg
SRCu
u = flow velocity, m s-1
C = roughness coefficient
R = hydraulic radius, m
S = bed slope
= shear stress, N m-2
g = accel. due to gravity, m s-1
Flow resistance equations
SRCu Chezy
ffgRS8
u Darcy Weisbach
50670SR
n1
u..
Manning
n, C, ff Manning, Chezy and Darcy Weisbach roughness coefficients
yxSRu
Constants of proportionality
Flow resistance equations
5050SCRu..
50f
50505050
f
SRg8u
.
....
50670SR
n1
u..
yxSRu
Constants of proportionality are n, C, ff , the Manning, Chezy and Darcy Weisbach roughness coefficients
Slope S
yxSRu
Slope, m/m
Dimensionless number – i.e. no units
Mountain rivers S = 0.01-0.1
Lowland rivers S = 0.001-0.0001
Hydraulic radius, R
yxSRu
Hydraulic radius
R = A/P, m
0.5 m
1 m
0.5 m100 m
R=0.5/2 = ¼; 1A = 4P
R=50/101 = c. ½; 1A = 2P
For wide channels, R approximates flow depth
What is flow resistance?
Tabulated values
Channel type n ff C
Artificial channel, shuttered concrete 0.014 0.016 71
Excavated channel, earth 0.022 0.039 45
Excavated channel, gravel 0.025 0.049 40
Natural channel, < 30 m wide, clean, regular
0.03 0.072 33
Natural channel, < 30 m wide, some weeds and stones
0.035 0.093 29
Natural channel < 30 m wide, sluggish weedy pools
0.07 0.4 14
See wwwrcamnl.wr.usgs.gov/sws/fieldmethods/Indirects/nvalues/index.htm
50670SR
n1
u..
Grain roughness is a function of bed particle size
84D5.3Ra
log03.2f
1
Colebrook White equation
a depends on channel shape (= c. 12)
Grain and form roughnessGrain
Roughness
Form
Strickler equation
n = 0.151D50
1/6
Dx = grain size that x% is finer than
Colebrook White Equation
Form roughnessGrain
Roughness
Form
Shear stress in uniform flows
Forces promoting movement = forces resisting movement
Fp = Fr
leads to
= g R S
Du Boys equation – shear stress exerted by flowing water
Uniform flow (flow resistance) formulae
SRg
SRCu
u = flow velocity, m s-1
C = roughness coefficient
R = hydraulic radius, m
S = bed slope
= shear stress, N m-2
g = accel. due to gravity, m s-2
Calculate the discharge and shear stress acting on the bed of a 25 m wide channel flowing at a depth of 60 cm. Assume that the channel drops 3 m over a 1000 m reach and that the shape is rectangular with a Manning’s n of 0.035.
Width
Depth
Cross-section area
Wetter perimeter
Hydraulic radius
Slope
Manning’s n
Density of water 1000 kg m-3
Accel of gravity 9.81 m s-2
Q =
=