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Test: Orificemeter - Civil Engineering (CE) MCQ


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10 Questions MCQ Test - Test: Orificemeter

Test: Orificemeter for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Test: Orificemeter questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Orificemeter MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Orificemeter below.
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Test: Orificemeter - Question 1

Orifice meters have ______ head loss as compared to venturimeters.

Detailed Solution for Test: Orificemeter - Question 1

Both venturimeter and orificemeter is used to calculate the rate of flow of liquid flowing through a pipe, they just differs in construction.
Comparison of Venturimeter and Orifacemeter:

where, a0 = theoretical throat area, a1 = area at the inlet, h = difference in head, and Cd = coefficient of discharge. 
As energy loss is more in orifice meter, they have higher head losses.

Test: Orificemeter - Question 2

For orifice meters with sharp edges, the coefficient of velocity is ______

Detailed Solution for Test: Orificemeter - Question 2

Coefficient of Velocity (Cv):
(i) It is defined as the ratio between the actual velocity of jet at vena-contracta and the theoretical velocity of jet.
(ii) If V is the actual velocity of jet at vena-contracta then,

(iii) The difference between the theoretical and the actual velocities of the jet at vena-contracta is mainly due to friction at the orifice. 
Generally, the value of Cv varies from 0.95 to .99 for different orifices depending upon their size, shape, head, etc.for sharp-edged orifices, the value of Cv is 0.98.

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Test: Orificemeter - Question 3

Orifices are used to measure ________.

Detailed Solution for Test: Orificemeter - Question 3

Devices and their uses:

Test: Orificemeter - Question 4

The value of the coefficient of velocity for sharp edged orifices, is

Detailed Solution for Test: Orificemeter - Question 4

Coefficient of velocity:
It is defined as the ratio of the actual velocity of the jet at veena contracta V to the theoretical velocity Vth.
Experimentally it is determine by using the following relation


where x= Horizontal distance
y= vertical distance
h= constant head water
Generally the value of Cv varies from 0.95 to .99 for different orifices depending upon their size, shape, head etc. for sharp edged orifices the value of Cv is 0.98.

Test: Orificemeter - Question 5

Two small circular orifice of diameters d1 and d2, respectively, are placed on the side of a tank at depths of 25 cm and 1 m below a consistently maintained surface of water. If the discharges through the orifices are the same, what is the ratio of the diameter d1 to d2

Detailed Solution for Test: Orificemeter - Question 5

Concept:
Discharge through a circular orifice is given by;

Where, a = Area of orifice
h = Head above the surface
Calculation:
Given,
Discharge through the orifices are same
h1 = 25 cm, h2 = 1 m = 100 cm
∵ we know that, 
and, Q1 = Q2

Test: Orificemeter - Question 6

If a fluid jet discharging from a 50 mm diameter orifice has a 40 mm diameter at its vena-contracta then its coefficient of contraction will be

Detailed Solution for Test: Orificemeter - Question 6

Concept:
Orifice meter

  • An orifice meter is a thin plate with a centrally located hole is inserted into the flow passage.
  • The flow contracts suddenly as the fluid passes through the hole. The flow continues to contract a short distance downstream the hole.
  • The region of the smallest cross-section is known as vena contracta, which is developed downstream the orifice. At vena contracta the kinetic energy of the fluid flow is maximum.
  • The minimum cross-section in the orifice meter is not orifice diameter but it’s cross-section at vena contracta.

​​Coefficient of contraction (Cc)
Coefficient of contraction (Cc)  is defined as the ratio of the area of cross-section of vena contracta to the area of cross-section of the orifice.
Coefficient of contraction = Cc = Ac / A0
where Ac = area of vena-contracta,  A0 = orifice area
Calculation:
Given:

Orifice diameter = 50 mm, diameter at vena contracta = 40 mm

Test: Orificemeter - Question 7

A venturi meter is preferable to orifice meter because

Detailed Solution for Test: Orificemeter - Question 7

Test: Orificemeter - Question 8

Coefficient of discharge (Cd) in the orifice meter usually ranges between:

Detailed Solution for Test: Orificemeter - Question 8

Coefficient of discharge is the ratio of actual discharge to the theoretical discharge.

Coefficient of discharge for various devices are:
⇒ Venturimeter – 0.95 to 0.98
⇒ Orifice meter – 0.62 to 0.65
⇒ Nozzle  – 0.93 to 0.98
∴ The coefficient of discharge for the nozzle meter lies between the venturi meter and the orifice meter.

Test: Orificemeter - Question 9

The coefficient of discharge for an orifice meter is in the range

Detailed Solution for Test: Orificemeter - Question 9

Coefficient of discharge (Cd): 

  • It is the ratio of actual discharge to theoretical discharge.
  • As in a pipe, frictional losses are present therefore Qactual will always be less than Qtheoretical.

Its value is always less than 1.

Cd = 0.62 - 0.65 for orifice meter
Cd = 0.95 - 0.98 for venturi meter

Test: Orificemeter - Question 10

A fluid flows through an orifice of an area 0.4 m2 with an actual discharge of 400 l/s. If the theoretical velocity of flow through the orifice is 2 m/s, what is the coefficient of discharge?

Detailed Solution for Test: Orificemeter - Question 10

Concepts:
The coefficient of discharge (Cd) is the ratio of the actual discharge (Qa) to theoretical discharge (Qth) .
The actual discharge is the discharge obtained when all the looses through orifice or pipe flow are considered. While, theoretical discharge is the discharge obtained under ideal conditions i.e. no loss is considered.
The  theoretical discharge is given as:
Qth = A × Vth
Vth is the theoretical velocity of flow
Calculations:
Given: Vth = 2 m/s; A = 0.4 m2
So, Qth = 0.4 × 2 = 0.8 m3/s  or 800 l/s
∴ Cd = 400/800
Cd = 0.5
Other important Coefficients:

1. Coefficient of velocity is the ratio of actual velocity to theoretical velocity.
2. Coefficient of contraction is the ratio of cross-section area at vena-contracta to original cross- sectional area.

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