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Fundamentals of Engineering REVIEW COURSE For Civil Engineers Hydraulics and Hydrology
Fundamentals of Engineering REVIEW COURSE For Civil Engineers
Hydraulics and Hydrology
Hydraulic and Hydrologic Systems Basic Hydraulics (Manning Equation, Bernoulli Theorem, Open Channel Flow, Pipe Flow) Basic Hydrology (infiltration, rainfall, detention, flood flows, watersheds) Groundwater (Next Week on Environmental) Dams (Sliding and Tipping Not Covered…I think exam problems will be qualitative on this…so read study guide.)
Hydraulic Head Loss and Energy Conservation
Hydraulic Head Loss and Energy Conservation
Page 2
Hydraulic Head Loss and Energy Conservation
NCEES Page 106
Hydraulic Head Loss and Conservation of Energy
Hydraulic Head Loss and Energy Conservation
NCEES Page 106
Hydraulic Head Loss and Energy Conservation
Hydraulic Head Loss and Energy Conservation
Hydraulic Head Loss and Conservation of Energy
Hydraulic Head Loss and Energy Conservation
Hydraulic Head Loss and Energy Conservation
Hydraulic Head Loss and Energy Conservation
Unfilled Pipe Flow and Open Channel Flow
Unfilled Pipe Flow and Open Channel Flow
The velocity of the liquid (water) depends on: Slope – S Roughness – C or n Pipe surface available - R
Unfilled Pipe Flow and Open Channel Flow
Manning and Hagen-Williams Equations
R/Rf = .38
Hagen-Williams Manning Equation
Q = 5.3(.175)(π42/4) = 11.65
Hagen-Williams
Manning Equation
n = .13
A/Af = .175
A/Af = .175
Page 168
Manning and Hagen-Williams Equations
Ratio Proportion 16
20 = 𝑋𝑋
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Flow Through Weirs and Open Channels
Flow Through Weirs and Open Channels
Hydrology/Water Resources
Hydrology/Water Resources
A 12 km2 area is drained by a storm sewer that can handle 75,000
Hydrology/Water Resources
Hydrology/Water Resources
Hydrology/Water Resources
Hydrology/Water Resources
Hydrology/Water Resources
Hydrology/Water Resources
Hydrology/Water Resources
Hydrology/Water Resources
Hydrology/Water Resources
Hydrology/Water Resources
