13.54: PROBLEM DEFINITION
Situation: One mode of operation of an ultrasonic ow meter involves the time for a
wave to travel between two measurement stations–additional details are provided in
the problem statement.
Find:
(a) Derive an expression for the ow velocity.
(b) Express the ow velocity as a function of L, c and t.
(c) Calculate the ow velocity for the given data.
SOLUTION (a)
Thus
Solving for V:
Selecting the positive value for the radical
(b) From Eq. (1)
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Problem 13.55
Part a. On the Internet, locate quality resources relevant to weirs, skim these
resources, and write down ve important ndings.
No solution provided; answers will vary.
________________________________________
Part b. What variables inuence ow rate through a rectangular weir?
PLAN
To identify the factors, apply logical reasoning to the rectangular weir equation:
Q=Kp2gLH3/2
SOLUTION
The variables that inuence Qappear on the right side of the equation. Thus, ow
rate is inuenced by
Flow coecient Kwhich depends on Hand P.
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13.56: PROBLEM DEFINITION
Situation:
Water owsoverarectangularweir.
L=2m, H=0.10 m, P=0.30 m.
Find:Discharge(inm3/s).
SOLUTION
1. Flow coecient:
2. Rectangular weir equation:
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13.57: PROBLEM DEFINITION
Situation:
Water ows over a 60otriangular weir.
H=0.25 m.
Find:Discharge(m
3/s)
SOLUTION Triangular weir equation
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13.58: PROBLEM DEFINITION
Situation: Two weirs (A and B) are described in the problem statement.
Find: Relationship between the ow rates: QAand QB
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13.59: PROBLEM DEFINITION
Situation: A rectangular weir is described in the problem statement.
Find: The height ratio: H1/H2
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13.60: PROBLEM DEFINITION
Situation: A rectangular weir is being designed for Q=4m3/s, L=3m, Water
depth upstream of weir is 2 m.
Find: Weir height: P
SOLUTION First guess H/P =0.60.Then
Rectangular weir equation (solve for H)
Iterate:
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13.61: PROBLEM DEFINITION
Situation: The head of the rectangular weir (described in the preceding problem) is
doubled.
Find: The discharge.
SOLUTION Rectangular weir equation
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13.62: PROBLEM DEFINITION
Situation: A basin is draining over a rectangular weir. L=2ft, P=2ft. Initially,
H=12in.
Find:TimefortheheadtodecreasefromH=1ftto 0.167 ft (2 in).
SOLUTION With a head of H=1ft
With a head of H=0.167ft (2in)
Rectangular weir equation
Separate variables
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Integrate
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13.63: PROBLEM DEFINITION
Situation: A piping system and channel are described in the textbook. The channel
empties over a rectangular weir.
Find: (a) Water surface elevation in the channel.
(b) Discharge.
SOLUTION Rectangular weir equation
Energy equation
Combined head loss
Assume f=0.02 (rst try). Then
Eq. (2) then becomes
But V=Q/A so Eq. (3) is written as
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Solve for Qand HbetweenEqs. (1)and(4)
Now check Re and f
Flow rate equation
Reynolds number
From Fig. 10.14 (EFM 10e) and Table 10.5 (EFM 10e) f=0.017.Then Eq. (3)
becomes
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13.64: PROBLEM DEFINITION
Situation:WaterowsintoatankatarateQ=0.1m3/s. The tank has two outlets:
a rectangular weir (P=1m, L=1m) on the side, and an orice (d=10cm) on
the bottom.
Find: Water depth in tank.
PLAN Apply the rectangular weir equation and the orice equation by guessing the
head on the orice and iterating.
SOLUTION Guess the head on the orice is 1.05 m.
Orice equation
Rectangular weir equation
Try again:
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13.65: PROBLEM DEFINITION
Situation:
Water owsoverarectangularweir.
L=10ft, P=3ft, and H=1.5ft.
Find:Discharge:Q
PLAN
1. Find the ow coecient K.
2. Apply the rectangular weir equation.
SOLUTION
1. Flow coecient
2. Rectangular weir equation
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13.66: PROBLEM DEFINITION
Situation: Water (60 oF) ows into a reservoir through a venturi meter (K=1,
Ao=12in2,p=10psi). Water ows out of the reservoir over a 60otriangular
weir.
Find: Head of weir: H
SOLUTION Venturi equation
Rectangular weir equation
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13.67: PROBLEM DEFINITION
Situation: Water enters a tank through two pipes A and B. Water exits the tank
through a rectangular weir.
Find: Is water level rising, falling or staying the same?
PLAN Calculate Qin and Qout and compare the values. Apply the rectangular weir
equation to calculate Qout and the ow rate equation to calculate Qin.
SOLUTION Rectangular weir equation
Flow rate equation