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Section 3. HYDRAULIC DESIGN A. Weirs and Orifices

Section 3. HYDRAULIC DESIGN A. Weirs and Orifices

www.sscafca.org

b. Control elevation above the soffit elevation. In such situations, the control must conform to the following criteria: (1) In the case of a conduit discharging into a detention facility, the control is the 100 -year water surface reservoir elevation. (2) In the case of a conduit discharging into an open channel, the control is the 100-

  Design, Section, Control, Wire, Hydraulic, Section 3, Hydraulic design a, Weirs and

Section 3. HYDRAULIC DESIGN A. Weirs and Orifices

Section 3. HYDRAULIC DESIGN A. Weirs and Orifices

sscafca.org

SSCAFCA DPM Section 3 – HYDRAULIC DESIGN 22-111 Section 3. HYDRAULIC DESIGN A. Weirs and Orifices NOTE: Some of the graphs contained in this section are copied from the Los Angeles

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

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