Answers

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Problem $(15)$: water flows at a discharge $(Q)$ in a triangular finished concrete channel with depth $(y),$ and longitudinal slope $(S_0).$

Given the values of $y[m]$ and $S_0[-],$ calculate the discharge $(Q)$ in $[$Lit$/$s$]$ assuming uniform flow conditions.

$y=1\mathrm{.}165m,S_0=0\mathrm{.}000053$