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DCC50222 HYDRAULICS. Group Name: MUHAMMAD AIMAN HAKIM BIN JAMALLULAIL (01DKA19F1116) MUHAMMAD FAIZARUL FAIZ BIN AJIS (01DKA19F1129) MUHAMMAD HAZIM AQIL BIN HAIROL NEZAM(01DKA19F1141) Class: DKA5D Lecturer: PUAN JULAIHA BINTI ABD. RAHIM.
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(SECTION A- Question 1b). The discharge of water through a rectangular channel with the width of 6m, is 18m3/s when the depth of water flow is 2m. Calculate the specific energy of the flowing water..
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Answer – (1b). .
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(SECTION A- Question 1c). Water is flowing in an open channel with a flow rate per unit width (q) of 10m3/s/m and an upstream depth, of 1.25m. If the flow produces a hydraulic jump, calculate the: Depth after the jump, Y2 Velocity after the jump, V2 Froude number after the jump, Fr2 Energy loss, EL.
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Answer – (1c). C. i ) Depth after the jump, Y2 C. ii) Velocity after the jump, V2.
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Answer – (1c). C. iii) Froude number after the jump, Fr2 C.iv ) Energy loss, EL.