Calculate discharge under sluice gate Q = Cd·b·y₀·√(2g·y₁). Contraction coefficient Cc = 0.61 for sharp-edged gate. Free and submerged flow conditions. Gate opening optimization for irrigation control.
2D stress state at a point. All stresses in MPa.
Enter the values for the patient or scenario you are assessing. Calculate discharge under sluice gate Q = Cd·b·y₀·√(2g·y₁). Contraction coefficient Cc = 0.61 for sharp-edged gate. Free and submerged flow conditions. Gate opening optimization for irrigation control. Use the sluice gate flow result to inform your clinical assessment.