Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations KootK 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. dcornelius

    KSB Submersible Sewage Pumps??

    We used mostly Flygt pumps in our stations. It helps with maintenance if you use only a couple of brands of pumps. Service seems better then.
  2. dcornelius

    Pipe In Pipe

    Are you going to pull in the entire 9,000 feet in one pull? Has anyone TVed the 8 inch line?
  3. dcornelius

    Junction Box & Pre-Cast Manhole Pipe Question

    How many pipes will come into the "box"? What are the sizes in and out?
  4. dcornelius

    Regulations Regarding Backpitched Mainline

    Who owns the mainline? Call them to clean the mainline more often. and send them a copy of the video. If you are getting odors/gases in the house , you have at least one dry trap. Run water down each drain in the house.
  5. dcornelius

    Stiffening HSS Column

    Why don't you talk to some of your other engineers? I can't see why anyone would want this? In the US you need to attach to a non-moving part of the structure. You will also have to get the blessing of OSHA. You are attaching to the one most unstable part, the ladder.
  6. dcornelius

    Design of septic tank and soakpit

    The first thing you do is talk to the local inspector. then you do the perc test. It will probably fail, given you comments. Then start looking at mound system.
  7. dcornelius

    And What's This?

    http://www.justanswer.com
  8. dcornelius

    And What's This?

    Could we all send emails to our respective State Lic boards? There should be enough people to hit all 50 states. If you advertise engineering services, you need a Business State Engineering License and a PE with the State Lic. on staff.
  9. dcornelius

    Double Splicing Timber Piles

    That doesn't sound like an engineer designed pile. Sounds more like a surplus of 20-30 foot piles that the supplier told you it would work.
  10. dcornelius

    reinforcement of existing underground rigid pipes subjected to heavy vehicular loads

    If the pipe has been in the ground for 5-10 years, just run a TV camera through it to see if anything has changed. As CVG stated, the live load on the pipe will be very small.
  11. dcornelius

    Twin 48" HDPE Culvert Question

    I would use a stainless steel band on the inside of the HDPE and drill in 4 inch anchor bolts using a 2-3 inch stainless washer about every 8 inches around the pipe.
  12. dcornelius

    Smaller sewer mains connecting to Main trunk line below the HGL of the Main Trunk Line.

    There should be a manhole at the connection to make maintenance easier on the small line. There will be issues with the small pipe coming in below the level of flow in the trunk line.
  13. dcornelius

    civil engineering in 1 min that will be useful for the entire career

    Actually it is .94. and smooth pipe not under inlet or outlet control carried much more water than a corrugated one. Corrugations slow the flow.
  14. dcornelius

    PEMB Lean-To Addition Foundation

    How are you handling the rain/snow runoff? This may be a separate nightmare.

Part and Inventory Search