For a rectangular sedimentation tank with $$\mathbf{L}^\* \mathbf{B}^\* \mathbf{H}$$ of $$5\mathrm{m}^\* 4\mathrm{m}^\* 3\mathrm{m}$$ and design discharge of $$600\mathrm{m}^3 / \mathrm{d}$$, SOR will be...

GitBook practice — Set 8 (Poush, 2081)