Civil Engineering > GATE 2016 SET-2 > Channel Flow
A 3 m wide rectangular channel carries a flow of 6 m3/s. The depth of flow at a section P is 0.5 m. A flat-topped hump is to be placed at the downstream of the section P. Assume negligible energy loss between section P and hump, and consider g as 9.81 m/s2. The maximum height of the hump (expressed in m) which will not change the depth of flow at section P is

Correct : 0.2

Similar Questions

The matrix P is the inverse of a matrix Q. If I denotes the identity matrix, which one of the following options is correct?
#200 MCQ
The number of parameters in the univariate exponential and Gaussian distributions, respectively, are
#201 MCQ
Let x be a continuous variable defined over the interval (−∞,∞), and f(x)=e-x-e-x The integral g(x)=∫f(x)dx is equal to
#202 MCQ

Related Topics

No tags found

Unique Visitor Count

Total Unique Visitors

Loading......