Pipe inner dia. D , mm 215,10Flow ,Q , m3/h 90,00velocity, v, m/s 0,69Pipe length L, mt. 3,00

Singular loss coefficient in 90degrees bend K1 0,3Number of bends 10Singular loss coefficient T piece K2 0,2Number of T 7Singular loss Coefficient Sudden change of flow area(A1 > A2) K3 0,5Number change in flow area 0Singular loss Coefficient Sudden change of flow area(A1 < A2) K4 1,00Number change in flow area 0,0Singular loss Coefficient gate valve K5 0,15Number Gate valve 9,0Head loss due Sieve (average) Ls 0,05 mNumber of Sie|ves 0,0Pressure loss coefficient (f) pipe smooth pipes 0,02Number of meters of piping L 3,0 mDiameter inner,Pipe, D 0,2151 mVelocity the tubes, v 0,688 m/sHead loss in pipe 0,170 m

Static Head, pressure side 0 mInlet pressure, suction side m

Design pump pressure 0,170 m

Note: A1 large area, A2 small area