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Section 3. HYDRAULIC DESIGN A. Weirs and Orifices

Section 3. HYDRAULIC DESIGN A. Weirs and Orifices

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applicable when no change in Q occurs and where the horizontal angle of divergence or convergence (θ /2) between the two sections does not exceed 5 degrees 45 minutes. Deviations from the above criteria must be approved by the City Engineer/SSCAFCA. When such situations occur, the angle of divergence or convergence (θ/2) may be greater than 5

  Design, Section, Wire, Hydraulic, Convergence, Section 3, Hydraulic design a, Weirs and, Divergence

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