Stormwater Network Question

[JeffreyWarren]

Hey all,

I have searched through GeoNet for help on this, but didn't find much, other than a similar question asked 3 yrs. ago.

https://community.esri.com/message/100413#100413

I'm looking specifically for help on handling the networking when lines come into a concrete structure/box.  I have attached a picture of an example.  Currently, I have 2 lines (789 & 791) coming in to the structure and when they reach the box, I have them turn in to a virtual drainline (yellow lines).  I then have 2 virtual drainlines connected to the discharge lines (507 & 506).  Is this a good way to set up the network?  Do I need to add discharge/inlet points to their respective pipes?  Or perhaps a Network Structure (Junction) in the center with virtual lines?  Any suggestions/help is much appreciated.

Thanks,

Jeff

[SSMIC3038]

We do the same thing at chambers, we put pseudo lines in just to maintain network connectivity, we also put in a comment for each pipe.