Question Completion Question 2 10 points A farmer is to pump water at 70F from a river to a water storage tank (sharp edge exit KL 1.0) nearby using a 125-f-long, 5-in diameter plastic pipe with three flanged 90 smooth bends. The water velocity near the river surface is 6 It's, and the pipe inlet is placed in the river normal to the flow direction of water to take advantage of the dynamio pressure. The elevation difference between the river and the free surface of the tank is 12 A. For a flow rate of 1.5 , determine the total head loss in units of feet. Properties at 70 F (density 62.30 16mm Viscosity 2.36 lb/ft , relative rough 0.0005 ft). Badan 90 bend 49" the Pin - 03 wanesh N-02 Thereded -09 >>>> 180rben land-02 Threaded -15 Threaded union Teach flow Flanged-LO Threaded K -2.0 Tee lineal Flangedi K-02 Theadel -09 K-0:00 Globe www fully opent 10 Gate valve Mly open -0.2 Angle wavefully openi-5 closed K-03 Balva, Molly opene -0.05 closed K -2.1 Switcheck valve - 2 closed K -17 *These were from Question Completion State 20 Values of (VD") for Water at 60'F (Velocity in Ft per Sec x Diameter in Inches) 200 99 100 102 001000 01 BEN 00000000 GEN 4. so we 040 worowe DO 3000 . 2 GOT 0.00 HP Vaminar Critical Transtor Flow donie Complete Turbulence Rough Apes S COM 0.04 0.00 003 0.05 0.01 001s 2015 * Ori 0.01 O.CO 0006 2.00 GODA Friction Factor fa Relative Roughness eos 0.002 031 0.00 0.0000 0.000 Smooth Pipes ! (00004 0.015 0.0002 0.0001 (00000 0.00 0.00 0.004 Friction Factor Relative Roug 0.005 0002 D2 0.001 0. DOO 0.0006 Smooth Pipes 00004 0.015 0.0001 0.0001 0.00005 ODOS 0.008 000001 5829 2001 3 56700 27043 5671 205) 56789 2014 VD Reynolds Number R- V (V in Ft per Sec, D in Ft, v in Ft per Sec) face O A 249 O. 107 OC85 OD 15.5 Moving to another question will save this response 5