As in the screenshot I did the Automated design in SewerCAD and the program sized the first pipe 300mm which is correct but the increment in the load does not require to increase the size in the second pipe to 400mm; that has been checked in the Excel and I also forced that pipe in the sewercad to be sized as 300mm and does work.
I am wonder because the design constraints applied should give more flexibility to to go with smaller size because I used (Table not Simple) for Slope constraints as in the screen shot; where I expected the program to increase the slope and maintain the pipe size (300mm) as I tried manually.
Terry FosterTechnical SupportHydraulics and Hydrology product lineBentley Systems, Inc.
tlfoster56, No, there are many ways and what I used I give local constraints other values, the bottom line is the 300 is Ok on the second pipe with higher slope than the minimum and wonder why the program does not try to use higher slopes rather than the bigger size? (with the higher slope I can keep the 300mm and still with the velocity range and depth as well ..!!
Hi Scott,
The first Link you provided was for StormCAD and I remember Mal's post and the aggressive design modification implemented.
I am talking about SewerCAD; and I have the SewerCAD example as in the attached Model, if you first run the model as is you will find the program use 300mm which is preferred, the if you go to design constraints and change Slope from simple to table you will find the program size the second upstream pipe 400mm which I guess if the program keeps the 300mm with higher slope will be OK especially the outfall is fixed invert and satisfied the first run.
Regards...........MO.
Attachement:
8270.Sub Model.zip
Regards,
Jesse DringoliTechnical Support Manager, OpenFlowsBentley Communities Site AdministratorBentley Systems, Inc.
Answer Verified By: Mohd Azzam