A hydraulic jump occurs in a 1.0 m wide horizontal, frictionless, rectangular channel, with a pre-jump depth of $0.2$ m and a post-jump depth of $1.0$ m. Take g=10 m/s^2. The values of the specific force at the pre-jump and post-jump sections are the same and are equal to (in m$^3$, rounded off to two decimal places)
The Rational Method formula for estimating peak runoff is given as \(Q = \frac{CiA}{360}\). For the result \(Q\) to be in cubic meters per second (\(m^3/s\)), what must be the units of rainfall intensity (\(i\)) and catchment area (\(A\))?
Match the Gradually Varied Flow (GVF) profiles on a mild slope (\(M_1, M_2, M_3\)) with the nature of their water surface slope (\(dy/dx\)) relative to the flow direction.
Profile & Nature of Slope (\(dy/dx\))
P. \(M_1\) Profile & 1. Positive (Rising Curve)
Q. \(M_2\) Profile & 2. Negative (Drawdown Curve)
R. \(M_3\) Profile & 3. Positive (Rising Curve)
Select the correct classification:
A hydraulic jump occurs in an open channel when the slope of the channel changes from ___________.
Consider flow in a long and very wide rectangular open channel. Width of the channel can be considered as infinity compared to the depth of flow. Uniform flow depth is 1.0 m. The bed slope of the channel is 0.0001. The Manning roughness coefficient value is 0.02. Acceleration due to gravity, \( g \), can be taken as 9.81 m/s\(^2\).
The critical depth (in m) corresponding to the flow rate resulting from the above conditions is ________ (round off to one decimal place).
A hydraulic jump occurs in a $1.0$ m wide horizontal, frictionless, rectangular channel, with a pre-jump depth of $0.2$ m and a post-jump depth of $1.0$ m. Take $g=10\ \text{m/s^2$. The values of the specific force at the pre-jump and post-jump sections are the same and are equal to (in m$^3$, rounded off to two decimal places).