The piping which will be supported is inside a water treatment facility, so no freezing or wind forces will be present. The base for the pipe support will be placed upon the existing 12" concrete floor.
I am trying to design a concrete base for a pipe support structure. The base will have bolts imbedded in it which will bolt to a square steel plate. The square steel plate will have a 4" ductile iron pipe welded to its center. The ductile iron pipe will then support a system of connected...
I am in need of information on how to develop a hydraulic profile for a wastewater treatment facility. If anyone knows anything about the subject or where I can find more information, please respond.
I am working on a sewer rehabilitation project using CIPP in a wellhead protection area. It has become a concern that leaching of the resin from the CIPP could contaminate the wellhead protection area. Does anyone know of any studies or information pertaining to such concerns?
