OPEN CHANNEL FLOW AND HYDRAULIC MACHINERY
Open channel flow: Types of flows – Type of channels – Velocity distribution – Energy and momentum correction factors – Chezy’s, Manning’s; and Bazin formula for uniform flow – Most Economical sections. Critical flow: Specific energy-critical depth – computation of critical depth – critical sub-critical – super critical flows
Non-uniform flows –Dynamic equation for G.V.F., Mild, Critical, Steep, horizontal and adverse slopes-surface profiles-direct step method- Rapidly varied flow, hydraulic jump, energy dissipation
4. Types of Channels
Open channel flow is a flow which has a free
surface and flows due to gravity.
Pipes not flowing full also fall into the
category of open channel flow
In open channels, the flow is driven by the
slope of the channel rather than the pressure
5. Types of Channels
Open channel flow is a flow which has a free
surface and flows due to gravity.
Pipes not flowing full also fall into the
category of open channel flow
In open channels, the flow is driven by the
slope of the channel rather than the pressure
6. Types of Flows
1. Steady and Unsteady Flow
2. Uniform and Non-uniform Flow
3. Laminar and Turbulent Flow
4. Sub-critical, Critical and Super-critical Flow
7. 1. Steady and Unsteady Flow
Steady flow happens if the conditions (flow
rate, velocity, depth etc) do not change with
time.
The flow is unsteady if the depth is
changes with time
8. 2. Uniform and Non-uniform Flow
1. Steady and Unsteady Flow
2. Uniform and Non-uniform Flow
If for a given length of channel, the velocity
of flow, depth of flow, slope of the channel
and cross section remain constant, the flow is
said to be Uniform
The flow is Non-uniform, if velocity, depth,
slope and cross section is not constant
9. 2. Non-uniform Flow
1. Steady and Unsteady Flow
2. Uniform and Non-uniform Flow
Types of Non-uniform Flow
1. Gradually Varied Flow (GVF)
If the depth of the flow in a channel changes gradually
over a length of the channel.
2. Rapidly Varied Flow (RVF)
If the depth of the flow in a channel changes abruptly
over a small length of channel
10. Types of Flows
1. Steady and Unsteady Flow
2. Uniform and Non-uniform Flow
11. 3. Laminar and Turbulent Flow
1. Steady and Unsteady Flow
2. Uniform and Non-uniform Flow
3. Laminar and Turbulent Flow
Both laminar and turbulent flow can occur in open channels
depending on the Reynolds number (Re)
Re = ρVR/µ
Where,
ρ = density of water = 1000 kg/m3
µ = dynamic viscosity
R = Hydraulic Mean Depth = Area / Wetted Perimeter
12. Types of Flows
1. Steady and Unsteady Flow
2. Uniform and Non-uniform Flow
3. Laminar and Turbulent Flow
13. Types of Flows
1. Steady and Unsteady Flow
2. Uniform and Non-uniform Flow
3. Laminar and Turbulent Flow
4. Sub-critical, Critical and Super-critical Flow
4. Sub-critical, Critical and Super-critical Flow
14. Types of Flows
1. Steady and Unsteady Flow
2. Uniform and Non-uniform Flow
3. Laminar and Turbulent Flow
4. Sub-critical, Critical and Super-critical Flow
15. Velocity Distribution
Velocity is always vary across channel
because of friction along the boundary
The maximum velocity usually found just
below the surface
16. Velocity Distribution
Velocity is always vary across channel
because of friction along the boundary
The maximum velocity usually found just
below the surface
17. Discharge through Open Channels
1. Chezy’s C
2. Manning’s N
3. Bazin’s Formula
4. Kutter’s Formula
18. Discharge through Open Channels
1. Chezy’s C
2. Manning’s N
3. Bazin’s Formula
4. Kutter’s Formula
Forces acting on the water between sections 1-1 & 2-2
1. Component of weight of Water = W sin i
2. Friction Resistance = f P L V2
where
W = density x volume
= w (AL) = wAL
Equate both Forces:
f P L V2 = wAL sin i
21. 1. Manning’s N
Chezy’s formula can also be used with Manning's
Roughness Coefficient
C = (1/n) R1/6
where
R = Hydraulic Radius
n = Manning’s Roughness Coefficient
22. 2. Bazin’s Formula
1. Manning’s N
2. Bazin’s Formula
Chezy’s formula can also be used with Bazins’ Formula
where
k = Bazin’s constant
m = Hydraulic Radius
m
k1.81
157.6C
24. 3. Kutter’s Formula
1. Manning’s N
2. Bazin’s Formula
3. Kutter’s Formula
Chezy’s formula can also be used with Kutters’ Formula
where
N = Kutter’s constant
m = Hydraulic Radius, i = Slope of the bed
m
N
i
0.00155
231
N
1
0.0015523
C
26. Problems
1. Find the velocity of flow and rate of flow of water through a
rectangular channel of 6 m wide and 3 m deep, when it is
running full. The channel is having bed slope as 1 in 2000.
Take Chezy’s constant C = 55
2. Find slope of the bed of a rectangular channel of width 5m
when depth of water is 2 m and rate of flow is given as 20
m3/s. Take Chezy’s constant, C = 50
27. Problems
3. Find the discharge through a trapezoidal channel of 8 m
wide and side slopes of 1 horizontal to 3 vertical. The depth
of flow is 2.4 m and Chezy’s constant C = 55. The slope of
bed of the channel is 1 in 4000
4. Find diameter of a circular sewer pipe which is laid at a
slope of 1 in 8000 and carries a discharge of 800 litres/s
when flowing half full. Take Manning’s N = 0.020
28. Problems
5. Find the discharge through a channel show in fig. 16.5.
Take the value of Chezy’s constant C = 55. The slope of
bed of the channel is 1 in 2000
29. Most Economical Sections
1. Cost of construction should be minimum
2. Discharge should be maximum
Types of channels based on shape:
1. Rectangular
2. Trapezoidal
3. Circular
30. Most Economical Sections
1. Cost of construction should be minimum
2. Discharge should be maximum
Types of channels based on shape:
1. Rectangular
2. Trapezoidal
3. Circular maximumbewillQminimum,isPIf
iACAKwhere
P
1
KQ
imCAVAQ
39. Problems
1. A trapezoidal channel has side slopes of 1 horizontal and 2
vertical and the slope of the bed is 1 in 1500. The area of
cross section is 40m2. Find dimensions of the most
economical section. Determine discharge if C=50
Hint:
Equate Half of Top Width = Side Slope (condition 1) and find b in terms of d
Substitute b value in Area and find d
Find m = d/2 (condition 2)
Find V and Q
40. Problems
1. A trapezoidal channel has side slopes of 1 horizontal and 2
vertical and the slope of the bed is 1 in 1500. The area of
cross section is 40m2. Find dimensions of the most
economical section. Determine discharge if C=50
41. Problems
1. A trapezoidal channel has side slopes of 1 horizontal and 2
vertical and the slope of the bed is 1 in 1500. The area of
cross section is 40m2. Find dimensions of the most
economical section. Determine discharge if C=50
42. Problems
2. A rectangular channel of width 4 m is having a bed slope of
1 in 1500. Find the maximum discharge through the
channel. Take C=50
3. The rate of flow of water through a circular channel of
diameter 0.6m is 150 litres/s. Find the slope of the bed of
the channel for maximum velocity. Take C=50
43. Non-uniform Flow
In Non-uniform flow, velocity varies at each section of the
channel and the Energy Line is not parallel to the bed of the
channel.
This can be caused by
1. Differences in depth of channel and
2. Differences in width of channel.
3. Differences in the nature of bed
4. Differences in slope of channel and
5. Obstruction in the direction of flow
46. Specific EnergyPotential Energy (h)
Es= h + q2/2gh2
hcgVc
1Eqn.inVchc
b
vbh.
b
Q
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q
2
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dh
dE
Depth,Criticalfor
1.
33
g
47. Specific EnergyPotential Energy (h)
Es= h + q2/2gh2
hcgVc
1Eqn.inVchc
b
vbh.
b
Q
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q
2
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dh
dE
Depth,Criticalfor
1.
33
g
3
Emin2
or
hc
g
q
criticalisflowofDepthminimum,isenergyspecificwhen
Depth;CriticaloftermsinEnergySpecificMinimum
hc
2
3hc
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or
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2
49. Problems
1. The specific energy for a 3 m wide channel is to be 3 kg-m/kg. What
would be the max. possible discharge
2. The discharge of water through a rectangular channel of width 6 m, is
18 m3/s when depth of flow of water is 2 m. Calculate: i) Specific Energy
ii) Critical Depth iii) Critical Velocity iv) Minimum Energy
3. The specific energy for a 5 m wide rectangular channel is to be 4 Nm/N.
If the rate of flow of water through the channel us 20 m3/s, determine the
alternate depths of flow.
51. The hydraulic jump is defined as the rise of
water level, which takes place due to
transformation of the unstable shooting flow
(super-critical) to the stable streaming flow
(sub-critical).
When hydraulic jump occurs, a loss of energy
due to eddy formation and turbulence flow
occurs.
Hydraulic Jump
52. Hydraulic Jump
The most typical cases for the location of
hydraulic jump are:
1. Below control structures like weir, sluice are
used in the channel
2. when any obstruction is found in the
channel,
3. when a sharp change in the channel slope
takes place.
4. At the toe of a spillway dam
55. Problems
1. The depth of flow of water, at a certain section of a
rectangular channel of 2 m wide is 0.3 m. The discharge
through the channel is 1.5 m3/s. Determine whether a
hydraulic jump will occur, and if so, find its height and loss
of energy per kg of water.
2. A sluice gate discharges water into a horizontal rectangular
channel with a velocity of 10 m/s and depth of flow of 1 m.
Determine the depth of flow after jump and consequent loss
in total head.
57. Gradually Varied Flow (GVF)
In GVF, depth and velocity vary slowly, and the free surface is stable
The GVF is classified based on the channel slope, and the magnitude of
flow depth.
Steep Slope (S): So > Sc or h < hc
Critical Slope (C): So = Sc or h = hc
Mild Slope (M): So < Sc or h > hc
Horizontal Slope (H): So = 0
Adverse Slope(A): So = Negative
where
So : the slope of the channel bed,
58. Gradually Varied Flow (GVF)
In GVF, depth and velocity vary slowly, and the free surface is stable
The GVF is classified based on the channel slope, and the magnitude of
flow depth.
Steep Slope (S): So > Sc or h < hc
Critical Slope (C): So = Sc or h = hc
Mild Slope (M): So < Sc or h > hc
Horizontal Slope (H): So = 0
Adverse Slope(A): So = Negative
where
So : the slope of the channel bed,
59. Flow Profiles
The surface curves of water are called flow profiles (or water surface profiles).
Depending upon the zone and the slope of the bed, the water profiles are classified
into 13 types as follows:
1. Mild slope curves M1, M2, M3
2. Steep slope curves S1, S2, S3
3. Critical slope curves C1, C2, C3
4. Horizontal slope curves H2, H3
5. Averse slope curves A2, A3
In all these curves, the letter indicates the slope type and the subscript indicates the
zone. For example S2 curve occurs in the zone 2 of the steep slope
60. Flow Profiles in Mild slope
Flow Profiles in Steep slope
Critical Depth Line
Normal Depth Line
61. Flow Profiles in Critical slope
Flow Profiles in Horizontal slope
63. Gradually Varied Flow (GVF)
channeltheofbottomthealongdepthwaterofvariationtherepresents
dx
dh
where
Feofin terms
)Fe(
2
1
iei b
dx
dh
Velocityofin terms
gh
V
2
1
iei b
dx
dh
:GVFofEquation
iei -b
E1E -2
L
Sc or ib Energy Line Slope
So or ie Bed Slope
h2
h1
64. Gradually Varied Flow (GVF)
channeltheofbottomthealongdepthwaterofvariationtherepresents
dx
dh
where
Feofin terms
)Fe(
2
1
iei b
dx
dh
Velocityofin terms
gh
V
2
1
iei b
dx
dh
:GVFofEquation
If dh/dx = 0, Free Surface of water is
parallel to the bed of channel
If dh/dx > 0, Depth increases in the
direction of water flow (Back Water
Curve)
If dh/dx < 0, Depth of water decreases
in the direction of flow (Dropdown
Curve)
iei -b
E1E -2
L
Sc or ib Energy Line Slope
So or ie Bed Slope
h2
h1
65. Problems
1. Find the rate of change of depth of water in a rectangular
channel of 10 m wide and 1.5 m deep, when water is
flowing with a velocity of 1 m/s. The flow of water through
the channel of bed slope in 1 in 4000, is regulated in such a
way that energy line is having a slope of 0.00004
2. Find the slope of the free water surface in a rectangular
channel of width 20 m, having depth of flow 5 m. The
discharge through the channel is 50 m3/s. The bed of
channel is having a slope of 1 in 4000. Take C=60