Design of primary sedimentation tank

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  • Опубликовано: 18 ноя 2024

Комментарии • 4

  • @نجاحعزيز-ه6ب
    @نجاحعزيز-ه6ب 2 года назад

    Sir what do you mean? 2DWF or 4DWF For a sewage treatment project if the treated design capacity, for example, is 100,000 cubic meters / day

  • @suru_on_her_travels
    @suru_on_her_travels 2 года назад

    Thanks sir

  • @tojonyori7451
    @tojonyori7451 3 года назад

    Plss reply..if the surface loading rate are not given on questions. What would be do ? How can we calculate area of tank..?

  • @MDDANISH-gl3rg
    @MDDANISH-gl3rg 3 года назад

    Sir what how to Assume Retention time for secondary clarifier or primary clarifier...???