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

25

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