Irrigation Engineering Multiple Choice Questions on “Regulation Modules – Semi Modules Types”.
1. Which of the following is not a type of semi-modules?
a) Free pipe outlet
b) Kennedy’s Gauge outlet
c) Open flume outlet
d) Gibb’s module
Answer: d
Clarification: Gibb’s module is the most important and widely used rigid module. It was designed by A. S Gibb, formerly Executive Engineer in Punjab Irrigation Department. The discharge range varies from 0.03 to 0.45 cumecs.
2. Which of the following is the simplest and the oldest type of a flexible outlet?
a) Kennedy’s gauge outlet
b) Open flume outlet
c) Free pipe outlet
d) Adjustable orifice semi-module
Answer: c
Clarification: Silt conduction for pipe outlet discharging freely into the air is quite good and has high efficiency. This can be provided only at a few places where there is a sufficient level difference available between the distributary and the watercourse.
3. Calculate full supply discharge for a free pipe outlet for the following data.
Head on the upstream side above the centre line of pipe = 0.55 m
Coefficient of discharge = 0.62
The diameter of the pipe = 25 cm
a) 8 lit/sec
b) 9 lit/sec
c) 0.9 lit/sec
d) 9 cumecs
Answer: b
Clarification: The discharge can be computed by –
Q = Cd. A. (2gH)1/2 where H is the head on U/s side measured from FSL of distributary up to the centre of pipe outlet and A is the area of cross-section of the pipe.
Q = 0.62 x [3.14/4 x 0.25 x 0.25] x (2 x 9.81 x 0.55)1/2
Q = 0.09 cumecs or 9 lit/sec.
4. Which module is mostly adopted and is considered to be the best of all the modules?
a) Adjustable orifice semi-module
b) Open flume outlet
c) Venturi-flume outlet
d) Free pipe outlet
Answer: a
Clarification: Adjustable Proportional Module (APM) is also called Adjustable Orifice Semi-Module (AOSM). It consists of an orifice provided with a gradually expanding flume on the downstream side of the orifice. This outlet is very popular due to several merits over other types and is used in Punjab and Haryana.
5. Calculate the minimum modular head loss involved in ASOM if the head measured from the upstream water level in the distributary is 1.5 m and the width of the throat as 0.16 m.
a) 1.50 m
b) 1.15 m
c) 1.07 m
d) 1.00 m
Answer: b
Clarification: The minimum modular head loss involved in ASOM is given by the formula –
HL = 0.82 HS – W/2 where HS = Head measured from the U/s level in the distributary to the lowest point of the roof block and W = width of the throat
HL = (0.82 x 1.5) – 0.08 = 1.15 m.
6. The proportionality of APM was sacrificed to enable the outlet to carry higher silt charge by increasing the setting to 8/10.
a) True
b) False
Answer: a
Clarification: The APM (Adjustable Proportional Module) has a setting of 6/10 which is aimed at exact proportionality. But the channels using such module silted very badly and hence, the setting was increased to 8/10 to enable the outlet to carry higher silt charge. The outlet is then known as A.O.S.M.
7. Calculate the discharge through an open flume outlet for the following data:
Coefficient of discharge = 1.71
Width of the throat = 0.15 m
Head over the crest measured from FSL of distributary = 1.8 m
a) 0.62 cumecs
b) 0.82 cumecs
c) 0.62 lit/sec
d) 6.2 lit/sec
