diff --git a/OpenHPL/Waterway/Gate.mo b/OpenHPL/Waterway/Gate.mo index be6570a..14c0517 100644 --- a/OpenHPL/Waterway/Gate.mo +++ b/OpenHPL/Waterway/Gate.mo @@ -67,7 +67,7 @@ Equation numbers and figure numbers given below are in sync with the numbers of [Bollrich2019], page 376)

-The free flow can be calulate with: +The free flow can be calculated with: $$Q_A = \\mu_A \\cdot A \\cdot \\sqrt{2g\\cdot h_0} \\tag{8.24} $$ (valid for gate opening higher than the downstream water level)