Open-channel flow (Manning) worksheet with answers

Free printable Open-channel flow (Manning) worksheet: 6 problems from easy to exam level, with an answer key. Print it or save it as a PDF.

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1.Easy
b = 2 my = 0.7 mn = 0.014

Water flows uniformly 0.7 m deep in a rectangular unfinished concrete channel 2 m wide (Manning n = 0.014). The bed slope is S = 0.0005. Use Manning’s equation in SI units to find the mean velocity V.

b = 2 my = 0.7 mn = 0.014S = 0.0005
V = m/s
2.Easy
b = 5.5 my = 2 mn = 0.03

Water flows uniformly 2 m deep in a rectangular grass-lined earth channel 5.5 m wide (Manning n = 0.03). The bed slope is S = 0.004. Use Manning’s equation in SI units to find the mean velocity V.

b = 5.5 my = 2 mn = 0.03S = 0.004
V = m/s
3.Medium
D = 600 mmn = 0.013, S = 0.001

A concrete storm sewer with an inside diameter of 600 mm flows just full (as an open channel, not under pressure). Manning n = 0.013 and the slope is S = 0.001. Find the flow rate Q in m³/s.

D = 600 mmn = 0.013S = 0.001
Q = m³/s
4.Medium
b = 2 my = 2 m1.5 : 1n = 0.022, S = 0.005

A trapezoidal clean earth channel has a bottom width of 2 m and side slopes of 1.5:1 (horizontal:vertical). Water flows uniformly 2 m deep. Manning n = 0.022 and the bed slope is S = 0.005. Find the flow rate Q in m³/s.

b = 2 my = 2 mz = 1.5n = 0.022S = 0.005
Q = m³/s
5.Hard
D = 200 mmn = 0.013, V = 1.2 m/s

A concrete sewer with an inside diameter of 200 mm (Manning n = 0.013) must reach a self-cleansing velocity of 1.2 m/s when flowing just full. Find the minimum slope S (in m/m).

D = 200 mmn = 0.013V = 1.2 m/s
S = m/m
6.Hard
b = 4 my = 2.3 m2 : 1n = 0.015, Q = 37 m³/s

A trapezoidal brickwork channel with a bottom width of 4 m and side slopes of 2:1 (horizontal:vertical) must carry 37 m³/s in uniform flow at a depth of 2.3 m. Manning n = 0.015. Find the required bed slope S (in m/m).

Q = 37 m³/sb = 4 my = 2.3 mz = 2n = 0.015
S = m/m

Answer key

  1. 1. V = 0.884 m/s
  2. 2. V = 2.325 m/s
  3. 3. Q = 0.1942 m³/s
  4. 4. Q = 33.95 m³/s
  5. 5. S = 0.01321 m/m
  6. 6. S = 0.0005102 m/m

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