- Asked 2/23
- 2076 Bhadra · 3+3+4 marks
- 2071 Magh · 8 marks
Locate control points and sketch profiles
Short answer
(a) Steep to mild: supercritical uniform flow, then M3 curve and hydraulic jump to mild normal depth. (b) Mild with gate: M1 curve upstream of gate, M3 downstream followed by a jump. (c) Mild free overfall: M2 drawdown curve from normal depth to critical depth at brink.
Sketch possible water surface profiles for the channel in figure. First locate and mark the control points, then sketch the profiles, marking each profile with appropriate designation. Show any hydraulic jumps that occur. [Figure: three channels (a), (b), (c), each made of reaches of mild (M), steep (S) or horizontal (H) slope with sluice gates or free overfalls; normal depth and critical depth lines are shown]
The figure is not available here, so the method is given first and then worked for the three arrangements that these figures normally show: (a) a steep reach joining a mild reach, (b) a mild reach with a sluice gate, (c) a mild reach ending in a free overfall.
Method
- Draw the NDL and CDL on every reach: mild , steep , horizontal , adverse does not exist.
- Control points (where depth is known):
- critical depth at a break from mild to steep, and at a free overfall (taken as slightly upstream of the brink);
- the depth set by a sluice gate (vena contracta downstream, backwater depth upstream);
- the depth at a reservoir or pool.
- Subcritical flow is controlled from downstream; supercritical flow from upstream. Build the profile from each control point, using the family M1, M2, M3, S1, S2, S3, H2, H3.
- Where a supercritical profile must join a subcritical one, put a hydraulic jump, with the supercritical depth and subcritical depth conjugate.
(a) Steep reach then mild reach
- Control point: uniform supercritical flow upstream at (steep); uniform subcritical flow far downstream at (mild).
- Profile: uniform flow on the steep reach, an M3 curve rising on the mild reach, then a hydraulic jump to the mild normal depth.
STEEP MILD
---- NDL yn(steep) . M3 J ______ yn(mild)
____________________/'''' |-'
(jump)
(b) Mild reach with a sluice gate
- Control points: gate opening gives the depth downstream (supercritical) and a deeper pool upstream; uniform subcritical flow far downstream.
- Upstream of the gate: M1 backwater curve (depth above ) rising towards the gate.
- Downstream of the gate: M3 curve from the vena contracta, ending with a hydraulic jump to the NDL.
M1 gate
NDL ......___---'''''|G| J ___ NDL
|_|__ M3 __/|--'
(c) Mild reach ending at a free overfall
- Control point: depth at the brink.
- Profile: an M2 drawdown curve from the NDL (asymptotic far upstream) falling to at the end. There is no jump.
NDL ......___
''--.__ M2
CDL - - - - - - - - '--. (free overfall)
Every profile is tangent to the NDL where it approaches uniform flow, meets the CDL steeply (except at a jump or overfall), and a jump is shown wherever supercritical flow meets subcritical flow of greater depth.
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