Object: To determine the Chezy’s and Manning’s coefficient (C and N) for a rectangular smooth open channel.
Apparatus Required:
- Perspex–sided S4 tilting flume, with slope control device; stopwatch.

Perspex-sided tilting flume S4
Theory:

Fig. Uniform Flow in an Open Channel
In uniform flow:
Y is constant V is constant
Sw = Sf = So = S (common symbol) For a rectangular channel,
A = BY
P = B + 2Y R = A / P

Fig. Cross-section of a rectangular channel
For uniform open-channel flow, Chezy’s formula:
V C
R S
(1.1)
C V
RS
(1.2)
And Manning’s formula:
V 1 R 2 / 3 S 1 / 2
n
(1.3)
n
R 2 / 3 S 1 / 2
V
(1.4)
Procedure:
| ||||||||||||||||
A | P | R | V | C = | R2/3 | n | ||||||||||
S # | S | t | Q | Y | = 0.075 x Y | = 0.075 + 2Y | = A/P | Q A | RS | V RS | Ss1/2 | | R 2 / 3 S 1 / | |||
V | ||||||||||||||||
l | m3 | s | m3/s | m | m2 | m | m | m/s | m1/2 | m1/2/s | m2/3 | m-1/3.s | ||||
(1) | (2) | (3) | (4)= (3) 1000 | (5) | (6)= (4) (5) | (7) | (8) | (9) | (10)= (8) (9) | (11)= (6) (8) | (12)= (10)x(2) | (13)= (11) (12) | (14)= (10)2/3 (2)1/2 | (14) (15)= (11) | ||
2

Results & Comments: