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  1. #1
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    civil engineering question

    I am on a capstone bridge replenishment/replacement project and am trying to tackle the hydraulics section of the report.

    Currently stuck on how to calculate the flows that will adequately pass under the bridge. I've already determined Q2, Q5, etc. to Q500. A state requirement is given as flows up to Q100 must pass with no overtopping, and flows at Q50 must pass with 1' of freeboard.

    I have the flows, slope, manning coeff., and x-sectional area under the bridge.

    How do I relate all that to the water height? I'm guessing some variation on the Manning eq. but it seems like I have too many unknowns. Maybe I am over complicating this.

  2. #2
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    y=mx+b

  3. #3
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    Quote Originally Posted by twodogs View Post
    y=mx+b
    y=mx+b+E
    Quote Originally Posted by XXX-er View Post
    the situation strikes me as WAY too much drama at this point

  4. #4
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  5. #5
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    Quote Originally Posted by east or bust View Post
    I'm guessing some variation on the Manning eq....

    Then the answer is: Omaha
    Quando paramucho mi amore de felice carathon.
    Mundo paparazzi mi amore cicce verdi parasol.
    Questo abrigado tantamucho que canite carousel.


  6. #6
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    Tech Talk Jong.
    Quote Originally Posted by Downbound Train View Post
    And there will come a day when our ancestors look back...........

  7. #7
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    Quote Originally Posted by mtngirl79 View Post
    Wait... you are asking TGR how to build a bridge? A real bridge, not like a Sr project fake bridge, or a few planks to cross the seasonal steam out back, but a real bridge that will span a real river on a public road?

    Really?
    That buses drive over.
    "timberridge is terminally vapid" -- a fortune cookie in Yueyang

  8. #8
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    Quote Originally Posted by Timberridge View Post
    That buses drive over.
    Well, with any luck.

  9. #9
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    Quote Originally Posted by mtngirl79 View Post
    Wait... you are asking TGR how to build a bridge? A real bridge, not like a Sr project fake bridge, or a few planks to cross the seasonal steam out back, but a real bridge that will span a real river on a public road?

    Really?
    You obviously have no idea what a capstone project is. We are not building anything.

  10. #10
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    civil engineering question

    I believe this thread is a humblebrag attempt
    skid luxury

  11. #11
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    Quote Originally Posted by Timberridge View Post
    That buses drive over.
    No buses going up this little mountain road.

  12. #12
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    Quote Originally Posted by east or bust View Post
    You obviously have no idea what a capstone project is. We are not building anything.
    Are you getting a bit huffy? After asking TGR for help on your engineering project?

  13. #13
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    Quote Originally Posted by east or bust View Post
    You obviously have no idea what a capstone project is. We are not building anything.

    Why would we? We're all dentists
    Quando paramucho mi amore de felice carathon.
    Mundo paparazzi mi amore cicce verdi parasol.
    Questo abrigado tantamucho que canite carousel.


  14. #14
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    Quote Originally Posted by east or bust View Post
    You obviously have no idea what a capstone project is.
    Is it anything like veneers?
    Quote Originally Posted by Downbound Train View Post
    And there will come a day when our ancestors look back...........

  15. #15
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    I'd ask your adviser what the typical industry method for calculating this is.

    Otherwise you could solve mannings equation using the hydraulic radius at road level and with a foot of freeboard and compare that flow to Q100 and Q50.

  16. #16
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    Quote Originally Posted by east or bust View Post
    I am on a capstone bridge replenishment/replacement project and am trying to tackle the hydraulics section of the report.

    Currently stuck on how to calculate the flows that will adequately pass under the bridge. I've already determined Q2, Q5, etc. to Q500. A state requirement is given as flows up to Q100 must pass with no overtopping, and flows at Q50 must pass with 1' of freeboard.

    I have the flows, slope, manning coeff., and x-sectional area under the bridge.

    How do I relate all that to the water height? I'm guessing some variation on the Manning eq. but it seems like I have too many unknowns. Maybe I am over complicating this.
    Q/v = A

    If you have manning's eq, you have velocity for each flow. After that, you should be able to figure it out with flow rate and x-sectional area. Cubic feet per second and whatnot. Beyond that, water depth will vary depending on the shape of the channel.

    And Mtngirl, we're not all dentists here. I just moonlight in dentistry.

    edit: sorry, that should be little v, not volume.
    Last edited by DJSapp; 03-22-2016 at 11:46 AM.
    I've concluded that DJSapp was never DJSapp, and Not DJSapp is also not DJSapp, so that means he's telling the truth now and he was lying before.

  17. #17
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    Quote Originally Posted by twodogs View Post
    y=mx+b
    F=MA would have been funnier

    Quote Originally Posted by baby bear View Post
    I believe this thread is a humblebrag attempt
    Nothing to brag about here, just a school project. There were way cooler ones that I didn't get.

  18. #18
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    ah, school. I feel a little bit safer now. I think most assumed you were getting paid to know this shit.

  19. #19
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    Quote Originally Posted by east or bust View Post
    Nothing to brag about here, just a school project. There were way cooler ones that I didn't get.
    i was just picking on ya

    watch out for trolls under that thing though

  20. #20
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    haha mtncunt questioning people seeking advice on tgr, classic.

  21. #21
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    The Capstone Project is a two-semester process in which students pursue independent research on a question or problem of their choice, engage with the scholarly debates in the relevant disciplines, and - with the guidance of a faculty mentor - produce a substantial paper that reflects a deep understanding of the topic.
    When you see something that is not right, not just, not fair, you have a moral obligation to say something. To do something." Rep. John Lewis


    Kindness is a bridge between all people

    Dunkin’ Donuts Worker Dances With Customer Who Has Autism

  22. #22
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    Quote Originally Posted by PNWbrit View Post
    Is it anything like veneers?
    beat me to it - damn

  23. #23
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    Quote Originally Posted by DBdude View Post
    beat me to it - damn
    Wait. I thought he was building a bridge, not a dam.
    I see hydraulic turtles.

  24. #24
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    Quote Originally Posted by east or bust View Post
    You obviously have no idea what a capstone project is. We are not building anything.
    Capstone goes at the top of the arch.


    You're welcome. Now you can build a bridge

  25. #25
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    Quote Originally Posted by abraham View Post
    Capstone goes at the top of the arch.


    You're welcome. Now you can build a bridge
    Or hire the Chinese to do it. Schwinn!!!
    I see hydraulic turtles.

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