Do not assume it works simply because it opened. Enter standard test values:
yHd=K⋅(xHd)nthe fraction with numerator y and denominator cap H sub d end-fraction equals cap K center dot open paren the fraction with numerator x and denominator cap H sub d end-fraction close paren to the n-th power ogee spillway designxls install
Ogee spillway design, Ogee spillway designXLS install, hydraulic engineering spreadsheet, WES crest curve, USBR spillway design, Excel solver for hydraulics. Do not assume it works simply because it opened