Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations MintJulep 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. CivilTyro

    DFU to GPM

    fel3, Thanks for the great reply, although I did not follow your formula, what is r?
  2. CivilTyro

    DFU to GPM

    Hi all, I am working on a project where I am trying to calculate gpm from each building(SFR, Condo, Restaurant, Hotel, Bar etc) and convert to cfs to size the sewer lateral for each building and sewer main lines on proposed onsite streets to finally calculate total sewer flow rate from the...
  3. CivilTyro

    design center line vs construction center line

    Thank you for the great explanation.
  4. CivilTyro

    design center line vs construction center line

    Guys, Can some one enlighten me the difference between design and construction center line. I am working on a street improvement project, and this came up in the kickoff meeting. I am kinda new to the street design. Thanks.
  5. CivilTyro

    Converting 2003 construction costs to 2013

    Thank you guys. All helpful tips. CVG, Can I ask how you calculated the ENR adujustment (1.38 in this case)? I could not find it on ENR website.
  6. CivilTyro

    Converting 2003 construction costs to 2013

    Hello, I am working on an prelim. engg. estimate to find construction costs associated with relief drain tunnels. This drain is going to be 6 miles long, 36' in diameter and probably 50-100 feet deep. In my research I found similar utility tunnel projects and the costs associated with them. My...
  7. CivilTyro

    Hinge point

    Hello All, Can someone please explain to me what a Hinge Point is in Street/Highway Design? Thanks.
  8. CivilTyro

    PE scoring method

    @MiketheEngineer, It is almost impossible for everyone to miss one question. So, I don't think re-score everything is the option, there. I think the link that BridgeEI mentioned says that there is no minimum qualifying in each section, which is what I was hoping to find out and was kinda...
  9. CivilTyro

    PE scoring method

    Hello all, Please help me understand the scoring method of PE exam. I am taking PE in April 2012. My buddies are telling me that in the Morning exam, I have to get at least 5-6 questions correct in every category. Is that really true? Do I have get 5-6 correct out of 8 questions in each field...
  10. CivilTyro

    curve data

    Someone please help me understand the curve data of a curb, plz? Curve data #1 R=10' L=15.85' Delta starting angle 36deg 28min 57sec end angle 127deg 16min 52sec total angle 90deg 47min 55sec what delta should I use to calculate my Tangent length T= R*tan(delta)/2 Also, what is T and...
  11. CivilTyro

    transverse line

    What is a transverse line? Is it a solid white stop bar line? Is there a diagram somewhere that explains what a transverse line is? Thanks in advance!
  12. CivilTyro

    Reverse Curve

    I am sorry for my reply there!! Its supposed to be my question to the forum :) sorry about that.
  13. CivilTyro

    Reverse Curve

    What is a transverse line? Is it a solid white stop bar line? Is there a diagram somewhere that explains what a transverse line is? Thanks in advance!
  14. CivilTyro

    100 yr 24 hour vs 100 yr 2 hour

    What design storm would have higher peak flow rate in general, Is it 100 yr 24 hour or 100 yr 2 hour event?? thanks
  15. CivilTyro

    sheet vs sahallow flow

    How do you determine the lengths for sheet and shallow flows in a watershed? How do they vary in different areas, say, mountain regions, desert lands and pavements?Is there a standard rule of thumb or depends on watershed characterstics?
  16. CivilTyro

    sheet vs shallow flows

    How do you determine the lengths for sheet and shallow flows in a watershed? Is there a standard rule of thumb or depends on watershed characterstics?
  17. CivilTyro

    LOMA

    Thanks RWF7437 and others. I did talk to the local flood control and they said the request should be called LOMA not LOMR. They also said they do not distingiush between LOMR and LOMA anymore, since flood control started looking at them with no difference (This request is to remove ZONE A...
  18. CivilTyro

    LOMA

    Thanks for the responses. I have mentioned to the engg. that he should apply for CLOMR not LOMR. This was his reply "This LOMR application is for the removal of the FEMA Zone A from a portion of the existing site. A Special Flood Hazard Area(Zone A) can be removed from a parcel of land if it...
  19. CivilTyro

    LOMA

    Thanks for the responses. My firm is doing the review for a City as a consultant. The City is going to make the decision based on our input. I do not have lot of experience dealing with floodplain/FEMA issues, but I have learned quite a bit in one day. This is a great site for young engineers...
  20. CivilTyro

    LOMA

    Hi everyone, I am reviewing a LOMA study. West half of the proposed site (residental, almost 450 acres)is in Zone A (special flood hazard area inundated by 100 yr flood where no base flood elevations determined) and the east half is in Zone C (minimal flooding). The engineer is proposing to...

Part and Inventory Search

Back
Top