

Q=Co⋅L⋅Hd1.5cap Q equals cap C sub o center dot cap L center dot cap H sub d to the 1.5 power
If the spillway is gated, the discharge equations become more complex because partial gate openings generate orifice flow. The spreadsheet can be expanded to include a gate sub‑model. For a gated ogee spillway, the discharge is given by: ogee spillway designxls install
The connecting arcs are drawn with radii R₁ = 0.50·H d = 8.35 m and R₂ = 0.20·H d = 3.34 m. Q=Co⋅L⋅Hd1
Go to File > Options > Formulas and check "Enable iterative calculation" if your spreadsheet uses trial-and-error loops for tailwater depth. Go to File > Options > Formulas and
This spreadsheet is not a standalone application; it is a macro-enabled Excel workbook that requires a proper installation environment to function correctly.
Do not download random .exe files. Legitimate sources include:
ogee spillway designxls install, ogee crest spreadsheet, Wes spillway profile excel, hydraulic design xls, dam spillway template.
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