Why the calculation using this method and Manning Equations is not giving the same value in terms of discharge? As the use of the same parameter, the Q calculated with Manning equations is ten(10) times the Q generated by the model. Is there any explanation Please
that good , is it possible to determine the height of water into the channel, once you have peak discharge
Why the calculation using this method and Manning Equations is not giving the same value in terms of discharge? As the use of the same parameter, the Q calculated with Manning equations is ten(10) times the Q generated by the model. Is there any explanation Please
You entered the slope incorrectly .0012