2. Definition:
Canal outlet is a device through which water is released
from a distributing channel into a water course.
3. Requirement:
Structurally strong
With out any moving parts
Difficult for the cultivators to interfere and if so
easily detectable
Work efficiently for small working heads
Can draw fair share of silt and economical.
5. Non-Modular outlets:
These outlets operate in such a way that the
flow passing through them is a function of
the difference in water levels of the
distributing channel and the watercourse.
6. Semi-modular outlets :
The discharge through these outlets depend on
the water level of the distributing channel but is
independent of the water level in the watercourse
so long as the minimum working head required for
their working is available.
7. Module outlets:
The discharge through modular outlets is
independent of the water levels in the distributing
channel and the watercourse, within reasonable
working limits. This type of outlets may or may
not be equipped with moving parts.
9. OPEN SLUICE : Rectangular pucca opening
created along the bank of distributary by raising
two abutments.
10. Flow over upper part of section
› q1=(2/3)Cd1 (2g )½ .B(HL )3/2
Flow through remaining lower part
› q2=Cd2.B .(H-HL).(2g.HL)½
DISCHARGE THROUGH OPENING GIVEN BY
SUPRESSED WEIR
11. TYPES OF NON-MODULAR
OUTLET
SUBMERGED PIPE OUTLET: Generally
embedded in concrete & fixed horizontally at
right angles to direction of flow.
12. INCLINED PIPE OUTLET:
A pipe outlet may also be designed as a semi-modular
outlet, that is, one which does not depend upon the water
level in the watercourse by allowing it to fall freely in to
the watercourse.
13. CALCULATION OF Q FOR PIPE
OUTLETS:
Discharge through the pipe outlet is given by the formula:
Q = CA (2gH) ½
Q is the discharge; A is the cross sectional area; g is the acceleration due to
gravity; H is difference in water levels of supply channel and watercourse and C is
the coefficient of discharge which depends upon friction factor (f), length (L) and
diameter of the outlet pipe (d) related by the formula:
The coefficient f is the fluid friction factor and its value may be taken as 0.005
and 0.01 for clear and encrusted iron pipes respectively.
14. 2. TYPES OF SEMI-MODULES
PIPE OUTLET DISCHARGING FREELY
INTO AIR
VENTURI FLUME OULET OR KENNEDY
GUAGE OUTLET
OPEN FLUME OUTLET
ADJUSTABLE ORIFICE SEMI-MODULE
15. TYPES OF SEMI-MODULES
PIPE OUTLET DISCHARGING FREELY
INTO AIR: Oldest type of flexible outlet. The
discharge depends only on water level of
distributary.
Silt Conduction Is quite Good.
Efficiency is High.
16. TYPES OF SEMI-MODULES
VENTURI FLUME OULET: Become obsolete
these days.
It is an old one & designed by Kennedy in
1906{PUNJAB}
17. TYPES OF SEMI-MODULES
OPEN FLUME OUTLET: This is a smooth weir with a
throat constricted sufficiently long to ensure that the controlling
section remains with in the parallel throat for all discharges up to the
maximum.
18. CALCULATION OF Q FOR OPEN
FLUME OUTLET
Q = C Bt H3/2
› Where Q is related to the coefficient of discharge, C, as given in the table below;
› Bt is the width of the throat in cm; and H is the height of the full
supply level of the supply channel above the crest level of the outlet in
cm.
20. CALCUALTION OF Q FOR APM
The discharge formula for this type of weir is given as:
› Q = C Bt H1(H2)1/2
Where Q is related to the coefficient of discharge, C, which is
taken equal to around 0.0403;
Bt is the width of the throat in cm; H1 is the depth of head available, that is
the difference between the supply channel full supply level and the outlet bed
(crest) level; and H2 is the difference between the supply channel full supply
level and the bottom level of the roof block
22. TYPES OF RIGID MODULES
GIBB’S MODULE:
› DESIGNED BY A.S.GIBB{Punjab Irrigation Dept.}
› Q Varies b/w 0.03 to 0.45 cumec
› For lower value of Q b/w 1 to 3 cusecs, it is
economical in RCC structure
› For higher value of Q , it is constructed in brick
masonry.
