An emergency spillway for a detention basin is constructed as a trapezoidal channel with bottom width of 10.0 feet and side slopes of 2 horizontal to 1 vertical and lined with grass (n 0.040). The elevation of the crest of the emergency spillway is 480.00 feet. The slope of the channel is 0.0080 ft/ft. Compute a chart showing the relationship between reservoir elevation and discharge into the channel.
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