Water flows uniformly 2.4 m deep in a rectangular grass-lined earth channel 3.5 m wide (Manning n = 0.03). The bed drops 0.8 m per kilometre. Use Manning’s equation in SI units to find the mean velocity V.
Open-channel flow (Manning) worksheet with answers
Water flows uniformly 1.2 m deep in a rectangular finished concrete channel 1 m wide (Manning n = 0.012). The bed slope is S = 0.005. Use Manning’s equation in SI units to find the mean velocity V.
A rectangular finished concrete channel is 6 m wide. Water flows uniformly 0.7 m deep. Manning n = 0.012 and the bed slope is S = 0.003. Find the flow rate Q in m³/s.
A trapezoidal grass-lined earth channel has a bottom width of 5.5 m and side slopes of 2:1 (horizontal:vertical). Water flows uniformly 1.4 m deep. Manning n = 0.03 and the bed slope is S = 0.003. Find the flow rate Q in m³/s.
A concrete sewer with an inside diameter of 375 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).
A concrete sewer with an inside diameter of 300 mm (Manning n = 0.013) must reach a self-cleansing velocity of 1 m/s when flowing just full. Find the minimum slope S (in m/m).
Answer key
- 1. V = 0.9504 m/s
- 2. V = 2.943 m/s
- 3. Q = 13.14 m³/s
- 4. Q = 21.05 m³/s
- 5. S = 0.005714 m/m
- 6. S = 0.005343 m/m
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