engine267
Civil/Environmental
- Sep 9, 2008
- 1
I am trying to develop a SewerCAD Model for a very large, 8000 lot subdivision that has a future buildout rate of 100 years. My design will be based on the 25% buildout projections. My question is how in Sewer CAD can I model based on either the Rational Method (Barnes) or Probability Method (EONE) for sanitary loading. I got a suggestion to model with only 10% running ect, my problem is how do I substantiate this methodology based on other accepted design methods.