Question

0.003 m3/s of water at 20°C is required to be transported between two locations 400 m apart. Assuming there is no fittings, find the appropriate drawn tubing to be used if the head loss must not exceed 25m There are 3 different diameters for you to choose from, 3.0 cm, 4.0 cm, 5.0 cm Use the attached Moody diagram for your calculations Temperature Pressure Density Dynamic viscosity Kinematic viscosity °C Pa kg/m 15 101325 999.19 0.001139 1.1399E-06 16 101325 999.03 0.001109 1.1101E-06 17 101325 998.86 0.001081 1.0822E-06 18 101325 998.68 0.001054 1.0554E-06 0.001028 19 101325 998.49 1.0296E-06 20 101325 998.29 0.001003 1.0047E-06 21 101325 998.08 0.000979 9.8088E-07 101325 997.86 0.000955 9.5705E-07 101325 997.62 0.000933 9.3523E-07 101325 997.38 0.000911 9.1339E-07 25 101325 997.13 0.000891 8.9356E-07 0.05 0015 agas Riveted eel 2 3 4567 2345679 23 43679 2 345679

please find solution with as many steps shown as possible.
thank you

Answer 1

Given -lhat, a 0.00 3 tlad Joss mud nd exceed asm uing ielain below Pipe le Velocity I .0043 X 10 acceleration due t gravity Reyndlds numben s calculatd by uin aelathen uSin A)D Re 4 C2) TIDV Subst升tile Steaiaed value 3,1 x3xx .00 10

UXe puC Pipes hich has ieladtive Roughnas becauic fou ninimiang fn meody chant CLCGfA) 2. 29DA 2(D 12.09x (3xo O, 5062 x 10 3 x Io : O, 5062XID O. 2083 X 10 HL = 208.3 m > 25 , So check-to -tedhan Diana,

2 Re-o.qs 치 ichon 29C tyu), 12.09, Dこ0,04 m o. 014 x 400 x (o'oa3) ,0 Co,04) 12,09 x .024 [O 6,12 38 u xo.00? friction-facra f5こ01019 Ο.67.X 400 Χ(0.003) 6.12 x 10 12,0 X Co,o5) 3.778 10