Hello,
Please see attached the inroads files and the report.
I designed a storm network to size the pipes, catch basin and catchbasin manholes. I laid out all the drainage structures and pipes and computed the flow to the networks, set all the drainage structures to Resize. Then I used Design Network, but in the report it shows some warnings such as "Pipe too large for valid connection to inlet", "Full flow velocity is greater than maximum", "Maximum height criteria used. Pressurized."..... Obvious there were problems with the network, but anybody can help me on how to solve these problems?
Please note I used the drainage structure file and rain fall data came with Inroads. Some of the inlets I need to use Catchbasin Manholes, since there were no catchbasion manhole available in the drainage structure file, so I used Inlet instead, is this the right approach?
Any guidance are appreciated. Thank you in advance.
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