Canarina Environmental Software

Canarina DESCAR software · outfall modeling · algorithms 12

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Courtesy of Canarina Environmental Software

8.2.1.2 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

e=SQ/BUa

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

It is interesting for pollution monitoring, drinking water contamination, online water contamination monitoring, water contamination monitoring, water contamination emergencies

 

 

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