C2. A conical tube is fixed vertically with itssmaller end upwards and it forms a part ofthe pipeline. The velocity at the smaller endis 4.9 m/s and at the larger end is 2.5 m/s.The length of the conical tube is 1.3 m andthe flow rate of the water is 127 liters/s. Thepressure at the smaller end is equivalent to ahead of 10.1 m of water.Considering the following two cases:(1) Neglecting friction, (without head loss)determine (i) the diameter at the smaller endin meter, (ii) the diameter at the larger end inmeter, and (ii) the pressure at the larger endof the tube in m of water.(2) If a head loss (with head loss)in thetube,h = 0.0153(V1-V2)2, where V1 is thevelocity at the smaller end and V2 is thevelocity at the larger end, determine (iv) thehead loss in m of water and (v) the pressureat the larger end of the tube in m of water.6) the diameter at the smaller end in meter(ii) the diameter at the larger end in meter(iii) the pressure head at the larger end of thetube in m of water(iv) the head loss in m of water(v) the pressure head at the larger end of thetube in m of water.

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C2. A conical tube is fixed vertically with its smaller end upwards and it forms a part of the pipeline. The velocity at the smaller end is 4.9 m/s and at the larger end is 2.5 m/s. The length of the conical tube is 1.3 m and the flow rate of the water is 127 liters/s. The pressure at the smaller end is equivalent to a head of 10.1 m of water. Considering the following two cases: (1) Neglecting friction, (without head loss) determine (i) the diameter at the smaller end in meter, (ii) the diameter at the larger end in meter, and (i) the pressure at the larger end of the tube in m of water. (2) If a head loss (with head loss)in the tube, h = 0.0153(V1-V2)² , where V1 is the velocity at the smaller end and V2 is the velocity at the larger end, determine (iv) the head loss in m of water and (v) the pressure at the larger end of the tube in m of water. () the diameter at the smaller end in meter (ii) the diameter at the larger end in meter (ii) the pressure head at the larger end of the tube in m of water

C2. A conical tube is fixed vertically with its smaller end upwards and it forms a part of the pipeline. The velocity at the smaller end is 4.9 m/s and at the larger end is 2.5 m/s. The length of the conical tube is 1.3 m and the flow rate of the water is 127 liters/s. The pressure at the smaller end is equivalent to a head of 10.1 m of water. Considering the following two cases: (1) Neglecting friction, (without head loss) determine (i) the diameter at the smaller end in meter, (ii) the diameter at the larger end in meter, and (i) the pressure at the larger end of the tube in m of water. (2) If a head loss (with head loss)in the tube, h = 0.0153(V1-V2)² , where V1 is the velocity at the smaller end and V2 is the velocity at the larger end, determine (iv) the head loss in m of water and (v) the pressure at the larger end of the tube in m of water. () the diameter at the smaller end in meter (ii) the diameter at the larger end in meter (ii) the pressure head at the larger end of the tube in m of water

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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