I recently made the delivery of a storm sewer model and observations arrived, and I would like to confirm the solution of these:
1. The Darcy-Weisbach equation is suggested for the calculation of friction losses in collectors.
2. Do the hydraulic analysis in both uniform flow and non-permanent flow.
3. It is suggested to contemplate the losses generated in the connection structures to wells.
Note: I look forward to your response, thank you in advance for so much collaboration