In a class on head loss of pipes, these data were obtained: roughness = 0.015 mm Reservoir

T = 20 C L = 30 cm 0.30 m h= 20.7 cm > 0.207 m D = 1 inch 0.0254 m > 0,0254 m Lt= 6.6 cm + 51 cm + 14.4 cm + 5.2 cm + 8.1 cm + 9.8 cm + 10.3 + 6.3 + 9 + 9.7 = Lt = 130.4 cm

For each of the conditions find the estimated distributed head loss. Find the localized head loss, from the values of K, for the singularities. Find the total head loss. Present calculations and results in a report

Complementary data

\begin{tabular}{|l|l|l|l|} \hline Reservoir height (mm) & Volume collected (L) & Clocked Time (s) & Flow (L/s) \\ \hline 0,195m & 12,11 & 2min23s & 0,085 \\ \hline 0,195m & 12,11 & 58s & 0,208 \\ \hline 0,196m & 12,17 & 43s & 0,283 \\ \hline 0,195m & 12,11 & 37s & 0,327 \\ \hline 0,198m & 12,30 & 36s & 0,341 \\ \hline \end{tabular} \begin{tabular}{|l|l|l|} \hline the accessories & k coefficient & Lengthsequivalenttolocalizedlosses \\ \hline 245 turn & 0,202=0,40 & \\ \hline 190 bend & 0,40 & \\ \hline 1 elbow 90 & 0,90 & \\ \hline 1 open drawer register & 0,20 & \\ \hline 2 side outlet tees & 1,302=2,6 & \\ \hline 1 globe valve & 10 & \\ \hline Total & 14,5 & \\ \hline \end{tabular} Lw=fDL2gv2 lw=K2gV2 Re=.VD Re=V.D - 1N/m2=1Pas=10 poise =1,000 milliPa s - 1m2/s=1104cm2/s=1104 stokes =1106 centistok Diagrama_de Moody