Answer:
manning's coefficient is 0.0357
Step-by-step explanation:
Given:
Velocity of flow, v = 12 m/s
Width of the channel, b = 6 m
Depth of the channel, d = 2 m
bed slope, s = 0.001
mean velocity of flow, V = 1 m/s
now, the velocity is given as:
![V= (1)/(n)R^{(2)/(3)}S^{(1)/(2)}](https://img.qammunity.org/2020/formulas/engineering/college/y7l3hygqz5m0jkzamkxlmlu2on0vt42qkf.png)
where,
n is the manning's coefficient
R is hydraulic mean depth
R = (Area of the channel) / (wetted Perimeter of the channel)
now,
R = (2 × 6) / ((2 × 2) + 6)
or
R = 12 / 10 = 1.2 m
now, on substituting the values in the equation for velocity, we get
![1= (1)/(n)1.2^{(2)/(3)}(0.001)^{(1)/(2)}](https://img.qammunity.org/2020/formulas/engineering/college/shygiveqdp2aqpkr0s2s9xzgp1h9dfuspb.png)
or
![n= 1.2^{(2)/(3)}(0.001)^{(1)/(2)}](https://img.qammunity.org/2020/formulas/engineering/college/ay1krwnymgcfxqbur1ozb2jr6iiptggabh.png)
or
n = 0.0357
hence, the value of manning's coefficient is 0.0357