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CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1. Conservation of energy 2. Continuity (conservation of mass) 3. Momentum (balance of forces)

CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

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Page 1: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

CE 382, Hydraulic Systems Design

(pipes, pumps and open channels)

Principles of hydraulics

1. Conservation of energy2. Continuity (conservation of mass)3. Momentum (balance of forces)

Page 2: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

What is conservation of energy

Energy

P/ +v2/2g +Z

E1 = E2+ hL (Bernullie equation)

hL = hf + hm

Page 3: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

The complete form of Bernullies equation

E1 = E2 + hL- hp +ht

hL = head loss = sum of friction loss +minor losses

hp = head produced by a pump

ht =Head taken out by turbine

Page 4: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

What is conservation of mass continuity?

A1. V1 = A2. V2

Q1 = Q2

Page 5: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

How to calculate hf?

g

V

D

Lfhf

2.

. 2

Page 6: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

hL= hf+ hm

hL = head loss

hf = friction loss

hm = minor loss

Page 7: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

Other equations to calculate head loss

1.Darcy-Weisbach, D.W2.Manning3.Hazen-Williams, H-W

Page 8: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

Minor loss equation

hm = k. v2/2g

Page 9: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

Where does minor loss occur?

1. Valves2. Transition points3. Changes in velocity, direction or shape4. Change in flow line

Page 10: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

A

B

C

Elev. A= 120 ftElev. B= 115 ftElev. C = 108 ftPipe B-C: 6 inch PVCL= 1000 ft

How much water will flow to point C?

If you want to reduce the flow, what would you do?

Draw the EGL

Page 11: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

A

B

C

Elev. A= 120 ftElev. B= 115 ftElev. C = 108 ftPipe B-C: 6 inch PNCL=1000 ft

How much water will flow to point C?

If you want to reduce the flow, what would you do?

Draw the EGLE1=120

E2= v2/2g

EGL

Page 12: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)
Page 13: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

Calculating Reynolds number

...

ReDV

NR

= density of water Mass per unit volume

V= Velocity of flow

D = diameter

µ = Dynamic viscosity lb.s/ft2 or N.M/m2

Page 14: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

NR =V.D/

NR = Reynolds numberV = velocity, L/T

D= Inside Diameter, L= kinematic viscosity, L2/T

Page 15: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

Values of Viscosity for Water

At 70 F, µ = 2.037 x 10-5 lb.s/ft2 or 1.002 x10-3 N.S/m2

At 70 F, = 1.05 x 10-5 ft2/sec or 1.006 x 10-6 m2/sec.

Page 16: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

How to Calculate f?

Example:

Pipe: Commercial steel, newID= 6 inch =0.5 ft

V= 8.6 ft/s =1.2x10^-6 ft2/se = 0.00015 fte/D = 3x10^-4= 0.0003NR= (V.D)/ = 3.67x10^6

Page 17: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)
Page 18: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

A

B

C

Elev. A= 120 ftElev. B= 115 ftElev. C = 108 ftPipe B-C: 6 inch steelf = 0.02

How much water will flow to point C?

If you want to reduce the flow, what would you do?

Draw the EGL

Page 19: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

E1 = E2 +(f.L/D).V2/2g

0+0+120=0+V2/2g +108 +(f.L/D).V2/2g

12 = V2/2g [1+f.L/D)

Function = 12-V2/2g[1+f.L/D)

Solve for V

Page 20: CE 382, Hydraulic Systems Design (pipes, pumps and open channels) Principles of hydraulics 1.Conservation of energy 2.Continuity (conservation of mass)

What is a good number for V?

Assume v = 7 ft/s

NR = 3.5 x10^5f = 0.014

Function, F = -10

Assume a lower number, V = 5 ft/s

NR = 2.5x10^5

f = 0.015

Function, F = -0.03, good enough