Water flows uniformly 2.1 m deep in a rectangular gravel channel 1 m wide (Manning n = 0.025). The bed slope is S = 0.0015. Use Manning’s equation in SI units to find the mean velocity V.
Open-channel flow (Manning) worksheet with answers
Water flows uniformly 2.1 m deep in a rectangular unfinished concrete channel 2.5 m wide (Manning n = 0.014). The bed slope is S = 0.005. Use Manning’s equation in SI units to find the mean velocity V.
A trapezoidal gravel channel has a bottom width of 1.5 m and side slopes of 1:1 (horizontal:vertical). Water flows uniformly 1.7 m deep. Manning n = 0.025 and the bed slope is S = 0.002. Find the flow rate Q in m³/s.
A trapezoidal grass-lined earth channel has a bottom width of 6 m and side slopes of 3:1 (horizontal:vertical). Water flows uniformly 2.5 m deep. Manning n = 0.03 and the bed slope is S = 0.0005. Find the flow rate Q in m³/s.
A concrete sewer with an inside diameter of 250 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).
A concrete sewer with an inside diameter of 250 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).
Answer key
- 1. V = 0.8464 m/s
- 2. V = 4.293 m/s
- 3. Q = 8.817 m³/s
- 4. Q = 33.65 m³/s
- 5. S = 0.006814 m/m
- 6. S = 0.009812 m/m
Full step-by-step solutions: practise this topic on examproblems.com.