[ h_m = K \fracV^22g ] K values for bends, valves, expansions, contractions.
| Topic | Formula | |-------|---------| | Pressure | ( p = \gamma h ) | | Buoyancy | ( F_b = \gamma V_displaced ) | | Continuity | ( Q = A_1 V_1 = A_2 V_2 ) | | Bernoulli | ( \fracp\gamma + \fracV^22g + z = const ) | | Darcy-Weisbach | ( h_f = f \fracLD \fracV^22g ) | | Manning | ( V = \frac1n R_h^2/3 S^1/2 ) | | Reynolds number | ( Re = \frac\rho V D\mu ) | | Froude number | ( Fr = \fracV\sqrtgy ) | fluid mechanics notes for civil engineering pdf
The heart of pipe flow analysis. Your PDF notes must include: [ h_m = K \fracV^22g ] K values