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I need to add calculated column in P6, I did that in MS Project but till now I can't with P6,Please assist. Regards

Hi, I have connection between gravity sewer pipe (GRP 800 mm) and pressure pipe (Ductile 800 mm) and the output gravity (GRP 1200 mm), as you can see in attached file. I want to know the principles who to design the connection between pipes, or drawing for similar case.

Thanks to Ron, dicksewerrat, bimr another question the velocity will be checked for actual loads or load multiply by peaking factor ( i use multiplied by P.F)

Greeting I want to design sewer network and when i reading about design criteria i found two , one for minimum slope and other for minimum velocity and both of them theoretically in one relation actually what's the control ( slope or velocity),mean if get the minimum velocity but less than the...

Hi,I want the specifications for chlorine storage room for water distribution network

I review the design of sewage transmission line from pumping station to sewage treatment plant, found air valve without any surge tank, material pe 100 DN315mm PN10, pipe length 3345 m, IS THAT RIGHT OR NOT

thank you bimr

the attached file show the connectionhttp://files.engineering.com/getfile.aspx?folder=b9d1cbb6-8ef6-4798-94bf-5bf5a1e5a770&file=Drawing1-Model.pdf

I review design for central water station and i found an altitude valve between pump and tank but the pipe for filling is joined at the top of tank is that correct or must at bottom level of tank