9:08 O Oa https://www.bartleby.com/que.= bartleby= Q&ASign inEngineering / Civil Engineeri... / Q&A Libr... / Reservoir Y P...Reservoir Y Pipe A 20 m Reservoir X Pipe B...Start your trial now! First week only $4.99! >QuestionReservoir YPipe A/20 mReservoir XPipe BP.Figure 1.1 Two reservoir problemTwo sharp-ended pipes (A & B) of diameter da- 100 mm, and da- 120 mm and of length La-400 mand La - 350 m, are connected in parallel between two reservoirs which have a difference of level h20 m, as in Figure I.I. If the friction coefficients of pipes are fa0,008 and fa-0.002 and pumps havehead of P-50 m and P40 m, ca) The rate of flow for each pipeb) Obtain a polynomial expression to find the diameter, DNEW of a single pipe 400 m long (fNEw =0.005) that would give the same flow if it was substituted for the original two pipes underpump PNote: consider the sharp entry and end loss coefficients are .5 of the velocity heads of each pipe andDarcy's headloss equation is given in the usual notation as the following.4 Lv2 gdII

In pipe A, The rate of flow will be:

Reservoir Y Pipe / 20 Reservoir X Pipe Figure L.I Two reservoir problem Two sharp-ended pipes (A & B) of diameter da- 100 mm, and du - 120 mm and of length La = 400 m and La- 350 m, are connected in parallel between two reservoirs which have a difference of level h 20 m, as in Figure L.I. Ir the friction coefficients of pipes are fa0.008 and fa-0.002 and pumps have head of Ps0 m and P40 m, calculate: a) The rate of flow for each pipe b) Obtain a polynomial expression to find the diameter, Dew of a single pipe 400 m long (few= 0.005) that would give the same flow if it was substituted for the original two pipes under pump Pa Note: consider the sharp entry and end loss coefficients are a5 of the velocity heads of each pipe and Darcy's headloss equation is given in the usual notation as the following. 2gd

Reservoir Y Pipe / 20 Reservoir X Pipe Figure L.I Two reservoir problem Two sharp-ended pipes (A & B) of diameter da- 100 mm, and du - 120 mm and of length La = 400 m and La- 350 m, are connected in parallel between two reservoirs which have a difference of level h 20 m, as in Figure L.I. Ir the friction coefficients of pipes are fa0.008 and fa-0.002 and pumps have head of Ps0 m and P40 m, calculate: a) The rate of flow for each pipe b) Obtain a polynomial expression to find the diameter, Dew of a single pipe 400 m long (few= 0.005) that would give the same flow if it was substituted for the original two pipes under pump Pa Note: consider the sharp entry and end loss coefficients are a5 of the velocity heads of each pipe and Darcy's headloss equation is given in the usual notation as the following. 2gd

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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