A tar coated (n = 0.014) triangular channel has 45ᵒ sides and slope of 0.0004. Compute the normal depth for a discharge of 140 ft3/s.

A trapezoidal channel with bottom width of 3m and side slope of 1V: 1.5 H carries a discharge of 8.0 m³/sec with the flow depth of 1.5m. The Froude number of the flow is

an emergency spillway for a detention basin is constructed as a trapezoidal channel with bottom width of 3 m and side slopes of 2 horizontal to 1 vertical lines with grass (n=0.040). The elevation of the crest of the emergency spillway is 150 m. The slope of the channel is 0.0080 m/m. Compute a chart showing the relationship between reservoir elevation and discharge into the channel

A rectangular channel has a bottom width of 6.0 ft, and a longitudinal slope of 0.3% (So = 0.003). The discharge is 90 cfs. (a) Determine normal depth if n = 0.014 (concrete channel)(b) Determine normal depth if n = 0.022 (vegetated channel)(c) Determine critical depth (does n matter?)(d) Determine category of channel slope (mild or steep) if the channel is concrete. State reason.(e) Determine category of channel slope (mild or steep) if the channel is vegetated. State reason.(f) Compare your answers to (d) and (e). Can you determine the channel slope category just by looking at the numerical value of S? (g) Water depth is 2.0 ft at one point. Determine the type of profile in a concrete channel. Make a sketch. (h) Water depth is 2.0 ft at one point. Determine the type of profile in a vegetated channel. Make a sketch.   Please solve all parts

A semi-circular channel is made from brickwork (n = 0.013) and has a radius of1.524 m. If the channel slope is 0.002, determine the rate of discharge if thechannel is flowing full.

Determine the depth of the trapezoidal canal with sides sloping at 60ᵒ with the horizontal in order to have a minimum seepage. The canal is to carry a discharge of 25 m3/s with an average velocity of 1 m/s. Note: for minimum seepage = bottom width = 4(depth)(tanθ/2)

The base of the artificial channel has a bottom width of 3m and sides with a slope of 1 vertical to 2 horizontal. The depth of water being predicted/estimated is 1.2m when the discharge is 3.51m3/s. Using Manning's equation with n = 0.022 a. Calculate the slope of the channel bed.b. Calculate the discharge in m3/s when the depth of flow is 1.3m.

For a triangular channel with the horizontal dimension of the side slope is 3 (i.e Z=3), a normal depth 1.82 in ft, and a channel bed slope of 0.088. The channel is lined with concrete with a roughness coefficient 0.014. Calculate the flowrate (Q) in cfs.

2- A 6-m wide concrete-lined trapezoidal channel (n = 0.013) has a sidewall slope of 1V:1.5H, a longitudinal slope of 0.0005, and carries a discharge of 20 m³/s. Calculate: a) normal depth, Yni b) critical depth, yo c) determine the flow regime based on comparison of yn and yc

Ex: Design alined channel to carly a discharge of (50 Cumecs). Assume bed slope as(1 in 8l00) and side slope 45° , n = 0.ol5 .