When performing a hydraulic calculation using a rational method, the following question arises: How much can Q[sub]full[/sub] and Q[sub]des[/sub] differ?
For correct hydraulic calculation, it is necessary that the V[sub]full[/sub]≥V[sub]min[/sub]. if this condition is not met, how to adjust the slope. Is there any table of normative slopes, or I substitute any numbers?
Does V[sub]full[/sub] have to constantly increase?
For correct hydraulic calculation, it is necessary that the V[sub]full[/sub]≥V[sub]min[/sub]. if this condition is not met, how to adjust the slope. Is there any table of normative slopes, or I substitute any numbers?
Does V[sub]full[/sub] have to constantly increase?