Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations GregLocock on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. Reddivari

    Design of Storm Water Structure

    I mean "( which is situated approximately [highlight 130-feet from the municipal sewer) to be able to provide the required slope as well as clear the gas main."
  2. Reddivari

    Design of Storm Water Structure

    There is no requirement to install outlet pipe at a higher elevation than the inlet pipe as such. But to clear the gas main and stay below the 1-foot thick concrete pavement (assuming the use of a ductile iron pipe at the crossing), we need to raise the elevation of the outflow pipe at the...
  3. Reddivari

    Design of Storm Water Structure

    Mr. Cornelius, The municipal sewer and the gas main are about 35' apart and are at the same elevation. As such, going under the gas main will not provide the required pitch. Thanks
  4. Reddivari

    Design of Storm Water Structure

    Hello, I have a question about choosing the right type of storm water structure for the below situation: We installed a 12" diameter sewer about 400' long (with manholes at every 150')to drain storm water into the municipal combined sewer system. The last manhole (which is located in a...

Part and Inventory Search