Open Channel Hydraulic. Hydrology and Water Resources RG. Review of fluid mechanics. Fluid mechanics. Weight Mass Density Specific weight Specific gravity Hydrostatics Continuity equation Types of flow Energy and Energy Head Bernoulli’s Equation Flow through open channel.
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Open Channel Hydraulic
Hydrology and Water Resources RG
Review of fluid mechanics
W = mg(kN, lb)
r = m/V (kg/m3, slugs/ft3)
g = W/V
Sg (fluid) = gfluid/ gwater
g = 9.81 ft/sec2, gw = 9800 N/m3.
Open channel flow
V = Q/A
V= average channel velocity, Q= discharge, A = x-sec area
Hydrostatics
PE = WZ= mgZ
KE = mv2 = (W/g) v2
Force F = PA
Work done (Pressure energy) = Fxd = PAd = P(Ad) = P(Volume) = PW/ g
TE =WZ + (W/g)v2 + PW/ g
H = Z + v2/g+ P/ g
Z + v2/g+ P/ g = constant
Z1 + v12/g+ P1/ g = Z2 + v22/g+ P2/ g
Q1 = Q2 = Q3= ….
This is all about RG744 Fall semester 2013
GOOD LUCK ;-)