Once the XLS file is installed and running, you must populate the primary input fields. The spreadsheet uses these values to solve standard empirical equations defined by the United States Bureau of Reclamation (USBR). The peak design flood flow rate, typically measured in Design Head ( Hdcap H sub d
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): The speed of the water approaching the structure, used to compute the approach velocity head ( Once the XLS file is installed and running,
YHd=−K(XHd)nthe fraction with numerator cap Y and denominator cap H sub d end-fraction equals negative cap K open paren the fraction with numerator cap X and denominator cap H sub d end-fraction close paren to the n-th power (Where Office workers don’t just wait for 5 PM;