Flow alepth of
(n = 0.015) is 2m. The channel slope for
anel
are 1 in 10.00
Sluice gate.
depth
at the
Critical clepth.
Determin
the
two channel.
(2) Find
all possible
wide- rectangular ABCD Channel
the reaches ABC and
CD
1 in 100, respectively. There are an under flow
ABC reach (at B). The flow
anal uni form
critical slope
Seaches.
locations.
3 Calculate the
4 You
have
Vena contractor is 0.25 m.
a
angituelinal View of the channel.
AB CD with
Glow depth
and decide the slope types of these
pro file-Changi
Glow profiles by indicating
properties of a possible hydraulic jump.
to calculate
length of
the gradually
Maried
been asked
the
non-fou uniforfrow flow
that
occur just before
Changing
channel bed slope. Perform the direct step.
of To flow profile computation in two.
the
Steps and Calculato
the approximate
length of the
gradully carying non-uniform
Can
all the
Fig: 1