Prob em 1 pts in Lab 03 water friction, for the dark blue circuit the head loss h h1-h2 across bend "C" at 30% and 40% flow are recorded in the table 3 I below. The actual flow rates, R...
Prob em 1 pts in Lab 03 water friction, for the dark blue circuit the head loss h h1-h2 across bend "C" at 30% and 40% flow are recorded in the table 3 I below. The actual flow rates, Reynolds number, Blasius friction factor, and required water and pipe properties are included in the table. From the given information, complete cells L16, M10, M12, M16, NI0, N12,NI6,010, 012 and O16 in table 3.1 and determine the average minor loss coefficient K, for this bend. 0 3 Table 3.1 Loss Coefficients Kb of Bend C(Standard 90) Blasius FrictionBend C-Standard 90 R/D 1 Flow Rate Velocity No. 4Rotameter Bend Coet. Pipe Loss (m) Bend loss (m) Settings in Q(m'/s) Total loss (rn) .314 Re,ovdI -qa l ,- %of 6 gpan Table D. D 20 2g D821 (m/s) 0.791 1.08E-041 | 1.17E-04| 0.031 0.102 30% 10 812.8 0.165 1081 1.47E-041 | 1.60E-04 | O029 4096 Average Pipe Water Pipe larea A Pipe LengthLoss h Ave. bend loss Water Viscesity aiameter à Properties Density P PropertiesWater Valus 99 1.01E-03 00137 0004411 Unit
Prob em 1 pts in Lab 03 water friction, for the dark blue circuit the head loss h h1-h2 across bend "C" at 30% and 40% flow are recorded in the table 3 I below. The actual flow rates, Reynolds number, Blasius friction factor, and required water and pipe properties are included in the table. From the given information, complete cells L16, M10, M12, M16, NI0, N12,NI6,010, 012 and O16 in table 3.1 and determine the average minor loss coefficient K, for this bend. 0 3 Table 3.1 Loss Coefficients Kb of Bend C(Standard 90) Blasius FrictionBend C-Standard 90 R/D 1 Flow Rate Velocity No. 4Rotameter Bend Coet. Pipe Loss (m) Bend loss (m) Settings in Q(m'/s) Total loss (rn) .314 Re,ovdI -qa l ,- %of 6 gpan Table D. D 20 2g D821 (m/s) 0.791 1.08E-041 | 1.17E-04| 0.031 0.102 30% 10 812.8 0.165 1081 1.47E-041 | 1.60E-04 | O029 4096 Average Pipe Water Pipe larea A Pipe LengthLoss h Ave. bend loss Water Viscesity aiameter à Properties Density P PropertiesWater Valus 99 1.01E-03 00137 0004411 Unit