Discharge Over Rectangular Notch or Weir
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Q. The approximate discharge over a 4 m long rectangular weir (with suppressed end contractions) with head over the crest as 0.36 m is
- 4.2 litres/s
- 2.4 m3/s
- 6.1 litres/s
- 1.6 m3/s
Q. If H is the head over the crest of a rectangular weir, the discharge varies as:
- H
- H0.5
- H1.5
- H2.5
Q.
Relative error in Z, given that Z = 1/A2 is________
Q.
The absolute percentage error in the computed discharge over a rectangular weir corresponding to an absolute error of 1.5% in the measurement of head over the sill of the weir would be
1.5
2.25
2.5
3.75
Q. Match List - I with List - II and select the correct answer using the codes given below the lists:
List - I
A. Rehbock formula
B. Francis formula
C. A special trapezoidal weir
D. Linear proportional weir
List - II
1. Sutro weir
2. Rectangular suppressed weir
3. Rectangular side-contracted weir
4. Cippolletti weir
Codes:
List - I
A. Rehbock formula
B. Francis formula
C. A special trapezoidal weir
D. Linear proportional weir
List - II
1. Sutro weir
2. Rectangular suppressed weir
3. Rectangular side-contracted weir
4. Cippolletti weir
Codes:
- A B C D
1 3 4 2 - A B C D
2 4 3 1 - A B C D
1 4 3 2 - A B C D
2 3 4 1