2. Consider a rectangular concrete canal with Manning coefficient of n = 0.015 constructed in wastewater plants with the

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2. Consider a rectangular concrete canal with Manning coefficient of n = 0.015 constructed in wastewater plants with the

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2 Consider A Rectangular Concrete Canal With Manning Coefficient Of N 0 015 Constructed In Wastewater Plants With The 1
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2. Consider a rectangular concrete canal with Manning coefficient of n = 0.015 constructed in wastewater plants with the geometrical dimensions as shown in the below Figure. Design the canal at the CD section to have the hydraulic jumps in this section for mixing the chemical substance and the normal depth of y2 =0.92m. [25 Marks). by = ? b = 1.0m 0.3m) B E с D 3= LY, = 0.6m. yz F 0.92m Sac = 0.03 [Page: ScE = ?
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