126.96.36.199 Separated ports.- We will solve this case by means of a iterative mathematical method
B=max[Ltsin θ; 0,93Lt F-1/3]
S=0.089 g’1/3 (H-e)5/3 Qb-2/3
Qb= flow rate at each single port(m3/s).
The number of iterations can modify by means of the parameter N_it of the function Calculation parameters of the program.
Increasing N_it value, we increase the numeric convergence but we will need more time of calculation. We should look for an optimized value of N_it.
Canarina DESCAR software · outfall modeling · algorithms 12
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