ll Question 2015 marks Water at 20" flows from tank Ito tank 2 right to len) in role of 2714.3 in through a pipeline wit

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Ll Question 2015 Marks Water At 20 Flows From Tank Ito Tank 2 Right To Len In Role Of 2714 3 In Through A Pipeline Wit 1 (31.99 KiB) Viewed 17 times

ll Question 2015 marks Water at 20" flows from tank Ito tank 2 right to len) in role of 2714.3 in through a pipeline with inner diameter of D-24cm, absolute roughness of 4.8 10 mand total length of -3000m from tunk I to tank 2. Both tanks are exposed to the ausphere. The added bead by the pump is 40m. Elevation of free water surface in tank 2 (23) is room. Calculate 1 Total minor losses from tank 1 to tank 2 (6 marks) Total major losses from tank 1 to tunk2 (5 marks) Elevation of free water surface in tank 1 (Z.) (4 marks) Notes: The pipe-pump connections have No minor losses - Consider squarc edge entrance for tankl- Provide calculation of friction factors on moody diagram attached to formula sheet fo cach case (each 1.5 mark) 22 Street Elbow 90° Tank 2 Z1 Pump Tank 1 Flow Fig 1. The tank, pipe and pump arrangement