QUESTIONS
Why is β, the exponent of the rating,
important in openchannel flow?
The exponent of the rating, β,
is important in openchannel flow because it embodies both the Froude and Vedernikov numbers.
For a given discharge Q, what is the
value of specific energy at critical flow?
The specific energy is a minimum at critical flow.
What is the relation between velocity head and hydraulic
depth under critical flow?
Under critical flow, the
velocity head h_{v} is equal to onehalf of the hydraulic depth D.
What is the difference bewteen primary
and secondary waves in unsteady openchannel flow?
While primary waves always travel downstream,
secondary waves may travel upstream or downstream, depending on the flow conditions.
In subcritical flow, w > u, and secondary waves are able to travel upstream.
In supercritical flow, w < u, and secondary waves cannot travel upstream, instead traveling downstream.
How are bottom slope, critical slope,
and Froude number related in uniform flow?
The bottom slope is directly proportional to the
Froude number, when the constant of proportionality is the critical slope.
Or, the bottom slope is directly proportional to the critical slope,
when the constant of proportionality is the Froude number.
Why is it extremely rare to have critical
or supercritical flow in a natural channel?
In a natural channel, the flow is able to
freely interact with the boundary, increasing the "actual" or effective friction slope.
In practice, the friction slope is not able to decrease to match the bottom slope, with
the actual flow remaining subcritical, at least through most of its domain. Thus,
it is extremely rare to have critical or supercritical flow
in a natural channel.
In a hydraulically wide channel, critical depth
is only a function of what hydraulic variable?
Unitwidth discharge.
How many types of control are there in openchannel flow?
Two types: (1) section control, and (2) channel control.
Section control acts at a cross section; channel control acts longitudinally along the channel.
Under freeflowing conditions (low tailwater depth),
only one gage measurement is required to determine the discharge in a Parshall flume.
However, under submerged conditions (with high tailwater depth), two gage measurements are required.
Why is full contraction necessary in
flow measurement using a sharpcrested weir?
Full contraction increases the measurement
accuracy by providing a more precise channel control (a unique dischargestage relation)
in the immediate vinicity of the weir.
Is the Cipolletti weir fully or partially contracted?
Fully contracted.
How is full contraction implemented in
a standard suppressed
rectangular weir?
The elevation of the crest should be
high enough, relative to the operating head,
to assure full bottom crest contraction of the nappe. Therefore, the crest height P
should be at least three times the operating hydraulic head H.
PROBLEMS
Using the Chezy equation (Eq. 510), derive the formula for the critical slope S_{c}
in a prismatic channel.
Q = C A R^{ 1/2} S^{ 1/2}
Q^{2} = C^{ 2} A^{ 2} R S
S_{c} = Q^{ 2} / (C^{ 2} A_{c}^{ 2}
R_{c} )
S_{c} = Q^{ 2} P_{c} / (C^{ 2}
A_{c}^{ 3} )
S_{c} = g Q^{ 2} T_{c} P_{c} / (C^{ 2}
g A_{c}^{ 3} T_{c} )
(Q^{ 2} T_{c}) / (g A_{c}^{3}) = F_{c}^{ 2} = 1
S_{c} = (g/C^{ 2}) (P_{c} / T_{c})
S_{c} = f (P_{c} / T_{c}) ANSWER.
Using the Manning equation (Eq. 517 or Eq. 518), derive the formula for the critical slope S_{c}
in a prismatic channel.
Q = (k / n) A R^{ 2/3} S^{1/2}
Q^{ 2} = (k^{ 2}/n^{ 2}) A^{ 2} R^{ 4/3} S
S_{c} = Q^{ 2} / [(k^{ 2}/n^{ 2}) A_{c}^{ 2}
R_{c}^{ 4/3} ]
S_{c} = Q^{ 2} / [(k^{ 2}/n^{ 2}) A_{c}^{ 2}
R_{c} R_{c}^{ 1/3} ]
S_{c} = Q^{ 2} P_{c} / [(k^{ 2}/n^{ 2})
A_{c}^{ 3}
R_{c}^{ 1/3} ]
S_{c} = g Q^{ 2} T_{c} P_{c} / [(k^{ 2}/n^{2})
g A_{c}^{ 3} T_{c}
R_{c}^{ 1/3} ]
(Q^{ 2} T_{c}) / (g A_{c}^{ 3}) = F_{c}^{ 2} = 1
S_{c} = g (P_{c} / T_{c}) / [(k/n) R_{c}^{1/6}] ^{2}
S_{c} = g n^{ 2} (P_{c} / T_{c}) /
(k^{ 2} R_{c}^{1/3}) ANSWER.
Calculate the theoretical discharge over a broadcrested weir of length L = 22 ft,
when the total head above the weir is H = 1.2 ft. Verify with ONLINE
CHANNEL 14.
Using ONLINE CHANNEL 14: Q = 89.28 ft^{3}/s. ANSWER.
Calculate the theoretical discharge over a broadcrested weir of length L = 8 m,
when the total head above the weir is H = 0.5 m. Verify with ONLINE
CHANNEL 14.
Using ONLINE CHANNEL 14: Q = 4.821 m^{3}/s. ANSWER.
Calculate the critical depth corresponding to a unitwidth discharge q = 1.36 m^{2}/s.
Using Eq. 4.25: q = 0.573 m^{2}/s. ANSWER.
Given a modified DarcyWeisbach friction factor
f = 0.003 and bottom slope S = 0.002. Calculate the Froude number.
Using Eq. 48: F = (S /
f)^{1/2} = (0.002 / 0.003) ^{1/2} = 0.816 ANSWER.
Use ONLINE CHANNEL 04
to calculate the critical slope for the following canal data: Q = 11 m^{3}/s, b = 1.5 m, z = 1, S = 0.0006,
n = 0.013.
S_{c} = 0.002348 ANSWER.
Use ONLINE CHANNEL 04
to calculate the critical slope for the following canal data: Q = 35 ft^{3}/s, b = 3 ft, z = 1, S = 0.001,
n = 0.015.
S_{c} = 0.004108 ANSWER.
Use ONLINE CIPOLLETTI
to calculate the weir discharge, given head H = 1 ft, length L = 3.2 ft, height P = 4 ft, and width B = 6 ft.
Fig. 118 Definition sketch for a Cipolletti weir.


Discharge Q = 10.774 ft^{3}/s ANSWER.
Use ONLINE STANDARD CONTRACTED RECTANGULAR
to calculate the weir discharge, given head H = 0.5 m, length L = 3 m, height P = 3 m, and width b = 1.5 m.
Fig. 119 Definition sketch for a standard contracted rectangular weir.


Discharge Q = 1884.97 L/s ANSWER.
http://openchannelhydraulics.sdsu.edu 

140820 14:15 
