Resolving of Example (1-3) Two reservoirs with a difference in elevation of 15 m areconnected by the three pipes in series. The pipes are 300 m long of diameter 30 cm,150 m long of 20 cm diameter, and 200 m long of 25 cm diameter respectively. Thefriction factors for the three pipes are, respectively, 0.018, 0-020 and 0-019, and whichaccount for friction and all losses. Further the contractions and expansions are sudden.Determine the flow rate in l/s. The loss co-efficient for sudden contraction from dia. 30cm to 20 cm =0.24.use the complex LiquidPiping system (series Piping

Length and diameter of the pipes:-Pipe 1:- Length (L1 ) = 300 m, Diameter (D1) = 0.3 mPipe 2:-…

Answered: Resolving of Example (1-3) Two…

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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Use= Resolving of Example (1-3) Two reservoirs with a difference in elevation of 15 m are connected by the three pipes in series. The pipes are 300 m long of diameter 30 cm, 150 m long of 20 cm diameter, and 200 m long of 25 cm diameter respectively. The friction factors for the three pipes are, respectively, 0.018, 0-020 and 0-019, and which account for friction and all losses. Further the contractions and expansions are sudden. Determine the flow rate in l/s. The loss co-efficient for sudden contraction from dia. 30 cm to 20 cm = 0.24. Le-L₂ (D.) ² Le = L3 (D₁) ² 5 D3 LT. L₁ + L₂ ( D₁ ) ³ + L3 (D²₂) ³ 5 5 D3
Kindly solve this problem with complete solution so that I can Understand. Correct Final answer: 176.58 kPa
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