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Apply principles of gradually varied flow to open channel analysis and design
Completion, results plausible, format correct, calculations (Jupyter Notebook) are shown.
Figure 1 is a profile (elevation) view of a prismatic open channel assume the channel slopes occur as depicted. Note where the water surface begins on the left.
Determine:
Figure 2 is a profile (elevation) view of a prismatic open channel assume the channel slopes occur as depicted. Note where the water surface begins on the left.
Determine:
Figure 3 is a profile (elevation) view of a prismatic open channel assume the channel slopes occur as depicted. Note where the water surface begins on the left.
Determine:
Figure 4 is a profile (elevation) view of a prismatic open channel assume the channel slopes occur as depicted. Note where the water surface begins on the left.
Determine:
A reservoir discharges into a long trapezoidal channel that has a bottom width of 20 ft, side slopes of 3:1, a Manning's n of 0.025, and a bed slope of 0.001. The reservoir water surface is 10 ft above the invert of the channel entrance.
Determine:
# sketch(s)
# list known quantities
# list unknown quantities
# governing principles
# solution details (e.g. step-by-step computations)
# discussion