Sewer Design Example | Waste Water Engineering

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  • Опубликовано: 2 сен 2017
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    This video includes a solved example to illustrate the use of various formulae for partial flow depth for calculation of velocity and discharge.
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Комментарии • 37

  • @vipinbhandari7138
    @vipinbhandari7138 5 лет назад +7

    In 5:38.....the value of d is more than D/2 so there should be addition

  • @masxertuip
    @masxertuip 3 года назад +1

    Thanks from the bottomest corner of my heart

  • @rakshit8461
    @rakshit8461 6 лет назад +3

    Good explanation sir.... You are brilliant 💡

  • @lovingandservingnetwork6428
    @lovingandservingnetwork6428 6 лет назад +1

    Nicely explained thank you sir

  • @ufoluxury4733
    @ufoluxury4733 6 лет назад +1

    thanks sir... sir please upload examples question as much as you can for screen design and grit chamber

  • @manishkumarmishra215
    @manishkumarmishra215 6 лет назад +2

    sir please make one video for air and noise pollution ...sir you are one of the best source for many students please carry on it ..and kindly make videos on air pollution as well as on noise pollution

    • @APSEDUVERSE
      @APSEDUVERSE  6 лет назад +2

      Will do once these subjects which we are doing now get over.

    • @manishkumarmishra215
      @manishkumarmishra215 6 лет назад +1

      A huge thanks to you sir

    • @amanjain6098
      @amanjain6098 5 лет назад

      Sir please provide lecture of noise and air pollution

  • @chetankumar9463
    @chetankumar9463 5 лет назад +1

    Thx for your all the lectures. You are a great teacher.

    • @APSEDUVERSE
      @APSEDUVERSE  5 лет назад

      Thanks. That's great to know. Hope you have checked our site where we have covered the full syllabus : learn.apseduverse.com

  • @sanjaydreamz
    @sanjaydreamz 6 лет назад +6

    Sir in waste water engineering.... there is no lecture regarding grit chamber and screening numerical?

  • @vinayrawat5653
    @vinayrawat5653 2 года назад

    really helpful thanks a lot

  • @vaibhavkabdwal4259
    @vaibhavkabdwal4259 6 лет назад +2

    sir please make videos on Air pollution, Municipal solid waste and Noise pollution

  • @nitishkumar-gv7cp
    @nitishkumar-gv7cp 6 лет назад

    Thank you sir.

  • @civilenggmcq7926
    @civilenggmcq7926 6 лет назад

    i am getting confidence when i solve ese question THANK U FOR SUCH VALUABLE notes. plz make video on ese general studies
    as there is no such you tube channel

    • @APSEDUVERSE
      @APSEDUVERSE  6 лет назад +2

      We want to cover everything but the time is limited so first preference is to finish technical part then non tech part will be covered.

  • @gauravpandey5297
    @gauravpandey5297 6 лет назад +3

    Sir if psbl can u make videos on MSW & AIR & NOISE POLLUTION... It will be really helpful for us

    • @balakumar3422
      @balakumar3422 6 лет назад

      S sir, it will be very use full if u add solid waste management and air & noise pollution...

  • @rakeshroshan8279
    @rakeshroshan8279 6 лет назад

    Sir when u will start SOM ...please start soon

  • @broccoli1457
    @broccoli1457 3 года назад

    Sir,may I know how"d you get the value of theta? I'm having different answers .
    Thank you

  • @soubhanikgoswami3618
    @soubhanikgoswami3618 6 лет назад

    sir suggest me good book on environmental engineering.......

  • @rizwanrajpoot274
    @rizwanrajpoot274 4 года назад

    please solve my problem,
    a sewer line drains a single family residential area with C=0.35. the distance of the flow from the most remote point is 60m over ordinary grass with a slope of 4%. the area drained is 100000sqm and the intensity -duration formula is i=5230/(t+30).
    please give me solution.

  • @shakilkhondoker2159
    @shakilkhondoker2159 6 лет назад

    i anted to know author name of the books ?

  • @asefisrakarnob1924
    @asefisrakarnob1924 3 года назад

    In the 2nd case
    0.6m is 60%
    Water level should be above centre line...why are u considering water level below center...
    Plz explain the reason

  • @vivekanandhanvivek53
    @vivekanandhanvivek53 4 года назад

    The angle more than 180, so we need to add triangular portion also diagram is wrong, its need to draw in upper portion

  • @arpankanungo8688
    @arpankanungo8688 6 лет назад

    the general formula we calculated for d is upto D/2 only and the depth we are using is d=0.6m where D=1m ,Is it still okay to use that formula ?

    • @APSEDUVERSE
      @APSEDUVERSE  6 лет назад

      Yes ! it will be adjusted with the value of sine or cosine.

    • @nitinjadhav4698
      @nitinjadhav4698 6 лет назад +1

      Angle calculated is 203 ...can it be more than 180 ...please guide

  • @roshankarki4570
    @roshankarki4570 3 года назад

    Calculator solution please cos thita/2.

  • @kumareshbiswas5798
    @kumareshbiswas5798 6 лет назад

    sir....som kab suru karenge......

    • @APSEDUVERSE
      @APSEDUVERSE  6 лет назад +1

      +Kumaresh Biswas in 2-3 weeks I guess for sure.

  • @shivamsundriyal7686
    @shivamsundriyal7686 4 года назад +1

    Answer is wrong of 2nd part
    if you take d=0.6D then why you dont change slope acc to this
    plz explain

    • @rudhraa9855
      @rudhraa9855 3 года назад +1

      Ya slope will change

    • @getonprabhu
      @getonprabhu 3 года назад

      @@rudhraa9855 slope is given as 1/500 already...

    • @rudhraa9855
      @rudhraa9855 3 года назад

      But it is for depth half of the diameter

  • @rizwanrajpoot274
    @rizwanrajpoot274 4 года назад

    sir please solve my problem.