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A new subdivision requires protection from flooding. The hydrologic analysis is complete and now it is time to design diversion channels around the site, analyze the existing channel and then design and analyze culverts at the project entrance. These computations are best completed in a spreadsheet. A sample calculation is attached to the assignment to demonstrate how you may organize your spreadsheet.
At the end of this assignment you will be able to:
Freeboard for supercritical flow: 〖〗F_b=1.0+0.025 v〖(y_n)〗^(1/3)
Freeboard for subcritical flow: F_b=0.5+ v^2⁄2g
NOTE: Add the flow depth and the Freeboard depth together to obtain the total channel depth and total channel width.
Submission – Upload to Canvas by Dec 3rd
Develop a design memorandum explain the process you took to complete the tasks. Within the memo should provide text describing what was done and summary tables of your calculations which including columns for Geometry, (bottom width [b], length [l], slope [S], and design flowrate [Q], and velocity [V]). Also include your values for normal depth and velocity in each of the channels. Finally, include three (3) sketches (one for each channel), each showing the channel cross section with the geometry dimensions, normal depth, critical depth and freeboard labeled for the west, north, and east channels.
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