5. Design a twin reinforced concreto box cutvert with the footing properties. L= 40 m, n = 0.012, k=0.5, and So = 0.002.
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5. Design a twin reinforced concreto box cutvert with the footing properties. L= 40 m, n = 0.012, k=0.5, and So = 0.002.
5. Design a twin reinforced concreto box cutvert with the footing properties. L= 40 m, n = 0.012, k=0.5, and So = 0.002. The inlet is Suared with a headwall parallel to the embankment, and the cutvert is convenga ton rata of 0-6.0 m/s. [20 marks)
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