manhole headboard
I need to know if this can be made SewerCAD or SewerGEMS .. This condition occurs when there are two output levels, the software sends me this note id 51022: Should be ther only one non-diversion conduit type out of a gravity juntion. I do not require a diversion. I require is that a node has multiple output as when a well design saves. this condition is allowed in civil 3d hidraflow storm sewer. but I have no load buider there .... I would greatly appreciate your comments
manhole cabecero
me es necesario saber si esto lo puede realizar sewercad o sewergems.. esta condicion se da cuando hay dos niveles de salida, el sofware me envia esta nota id 51022 : ther should be only one non-diversion type conduit out of a gravity juntion.no requiero una diversion. lo que requiero es que de un nodo tenga multiple salida ya que a la hora del diseño se ahorra un pozo. esto condicion esta permitida en civil 3d hidraflow storm sewer . pero no tengo ahi load buider....les agradeceria mucho su comentario
Hello Bladimir1986,
If I understand your question correctly, here is the support solution for multiple outfalls.
communities.bentley.com/.../13714.how-to-resolve-the-user-notification-gravity-sub-network-has-more-than-one-outfall-or-wet-well.aspx
If this is not what you are looking for then please elaborate bit more.
Regards
Sushma Choure
Technical Support Group.
Regards,
Bentley Technical Suppport
thanks for answering quickly
I was reading the solution, and the solution is not that I require as this for outfall or wet well. this condition that occurs in network, not the end of the network or a pump.
Here I show you a picture, and I require the condition is which is enclosed in a polygonthanks in advance
If you are using SewerGEMS with the implicit or explicit solver, a diversion is not needed. You would just adjust the pipe inverts as needed.
If you are using SewerCAD, any time there is a split flow, a diversion is required. In the screenshot, it appears there is a manhole with an outgoing pipe near the top. You would need to set up a diversion rating table for that pipe so that it only gets flow when the total incoming flow causes the HGL to rise to that invert. Here is a support solution that explains how to model split flows.
communities.bentley.com/.../8582.aspx
Terry FosterTechnical SupportHydraulics and Hydrology product lineBentley Systems, Inc.
Answer Verified By: bladimit gonzalez
thank you very much for your prompt response provare the solution in SewerGEMS regarding SewerCAD solution, the concept of alternative pipe is superior to flow out, is to reduce cost of excavation and have related both to the same output node to be more practical and constructive. and therefore the contribution of each house began that same tube, called a header tube or well. I've been looking for a solution to this with the software, a more practical solution is to create an adjacent node and simulate the same level terrain, Greetings