Design of Rectangular Sedimentation Tank | Settling Tank | Clarifier

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  • Опубликовано: 8 окт 2024
  • #GATE #EnvironmentalEngineering #CPCBExam
    Design of Rectangular Sedimentation Tank as per CPHEEO manual
    Note: In this calculation there is a small correction , Volume = 600 instead of 1200..

Комментарии • 25

  • @vijaybhatawdekar6213
    @vijaybhatawdekar6213 Год назад +2

    Actually volume is 600 m3 and not 1200 m3

  • @jayeshpawar26
    @jayeshpawar26 3 года назад +2

    Sir depth for design of sedimentation tank is generally taken as 3-6 m .

    • @savenviron1524
      @savenviron1524  3 года назад

      Dear friend,
      As per CPHEEO manual, for PST detection period of 1.65-4 hrs is adopted and for SST Detection period of 2.2-4.2 hrs is adopted.

    • @jayeshpawar26
      @jayeshpawar26 3 года назад +1

      Sir I'm asking about the depth... And sir pls make a video on design of bafle tank....

    • @savenviron1524
      @savenviron1524  3 года назад +1

      Depth for PST and SST is 2.4-4.2 metres as per CPHEEO manual.

  • @ThetruthQ12
    @ThetruthQ12 2 года назад +2

    hi sir, can we assume so many parameters?

    • @savenviron1524
      @savenviron1524  2 года назад

      We can't assume all think..we cam assume 1-2 things and we can take check. If checks are correct then our assumptions are right.

  • @abdulrahmanyoutubechannel1651
    @abdulrahmanyoutubechannel1651 3 года назад +1

    How can I contact you I need ur help I am working for design of stp

  • @ahle-sunnatwaljamaatvideos8469
    @ahle-sunnatwaljamaatvideos8469 2 года назад +1

    Sir you took L/B ratio in a range of 1.5 - 7.5 can u give me any refrence please I mean any IS code with clause number and all please sir it is urgent

  • @khangzeimalangmei9512
    @khangzeimalangmei9512 2 года назад +1

    What is the permissible value of length of sedimentation?

    • @savenviron1524
      @savenviron1524  2 года назад +2

      Length 15-90m
      Width 3-24
      Depth 3-5

    • @khangzeimalangmei9512
      @khangzeimalangmei9512 2 года назад +1

      @@savenviron1524 Sir can you make video or published chart for design of various tank according to CPHEEO

    • @khangzeimalangmei9512
      @khangzeimalangmei9512 2 года назад +1

      @@savenviron1524 thanks for the reply

    • @savenviron1524
      @savenviron1524  2 года назад +1

      See my videos on sedimentation tank. In that video I have mentioned the design criteria

    • @khangzeimalangmei9512
      @khangzeimalangmei9512 2 года назад

      @@savenviron1524 ok tq

  • @baskarkuppusamy2627
    @baskarkuppusamy2627 3 года назад +4

    Sir,
    Ithink The volume 600 cu. M
    Your taken 1200 cu. M
    Please confirm

    • @savenviron1524
      @savenviron1524  3 года назад +5

      Yes my friend,
      It is 600 M3, by mistake I have calculated it, I have also mentioned that mistake in the description of the video.
      Rest all steps are correct.

    • @baskarkuppusamy2627
      @baskarkuppusamy2627 3 года назад +1

      @@savenviron1524 thanks lot

  • @kishankumar7393
    @kishankumar7393 Год назад

    But avg discharge mei 1.8 se na multiply krte hai apne 0.8 se kyu kiya?? Qmax to 1.8 times qavg hoga na

  • @shubhamdesai6566
    @shubhamdesai6566 Год назад

    V = 600