1 cee 426 wastewater treatment plant design november 12, 2012 thomas e. jenkins president jentech...

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1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713 [email protected] J enTech Inc.

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Page 1: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

1

CEE 426Wastewater Treatment Plant Design

November 12, 2012

Thomas E. JenkinsPresident JenTech Inc.

6789 N. Elm Tree RoadMilwaukee, WI 53217

[email protected]

J enTec h Inc .

Page 2: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

2JCI 12

Water seeks its own level.

My Dad

Page 3: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

3JCI 13

Pumping Processes and Design Considerations

What is a Pump? Types of Pumps Pump Curves System Curves Pump System Performance

Page 4: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

4JCI 14

What is a Pump?

A pump is a machine to move a fluid from a lower to a higher energy level Pumps produce flow System resistance to flow produces pressure

Page 5: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

5JCI 15

Basic Physics:

Continuity Equation:

Always use consistent units1 cu ft = 7.48 gallons

ft/second velocity,

ft area,

second/ft rate, flow2

3

2211

V

A

Q

VAVAQ

Page 6: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

6JCI 16

Basic Physics:

Pressure and “Head”

Water = 62.4 lb/cu ft= 0.0361 lb/cu in

One foot head = 0.433 psiOne psi = 27.7 inches water

inches distance, height,

inlbs/cu me,force/volu weight,specific

psi area, force/unit pressure,

h

p

hp

Page 7: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

7JCI 17

Basic Physics:

Bernoulli’s Equation(Energy Equation)

In this case all pressures are expressed in feet of head.

The application of Bernoulli’s Equation is used to construct the system energy grade line.

lossesfriction

22

222

2

211

1

f

f

h

g

VpZh

g

VpZ

Page 8: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

8JCI 18

Basic Physics:

Theoretical Energy Required to Lift Water is Weight of Water Times the Height .

Power is the Rate of Energy Used Over a Period of Time.

To Pump a Certain Amount of Water Takes More Power If It Is Done Faster, But the Same Energy!

weight

height

W

Z

WZE

feet head,

gpm rate, flow

hp water,pump

power to ltheoretica3960

h

Q

P

hQP

w

w

Page 9: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

9JCI 19

Basic Physics:

Actual Pump Power Must Include Efficiency. Power Cost Must Include Pump, Motor, And Drive Efficiency.

0.746hpkW

decimal ,efficiency drive

decimal ,efficiencymotor

decimal ,efficiency pump

feet head,

gpm rate, flow

hp water,pump

power to water towire

3960

d

m

p

h

Q

P

hQP

ww

dmpww

Page 10: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

10JCI 110

Types of Pumps

Archimedes Screw

Positive Displacement

Centrifugal

Page 11: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

11JCI 111

Archimedes Screw Pumps Date from Ancient Greeks Used for High Volume, Low Lift Internal and External Types

Page 12: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

12JCI 112

Positive Displacement (PD) Pumps PD Pumps Move a Fixed Volume for Every

Revolution Many Types

Piston Lobe Gear Progressive Cavity Peristaltic …..

Page 14: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

14JCI 114

Positive Displacement PumpsFlow for a PD pump is linear with speed, but has a non-zero intercept due to “slip”. Slip is the internal leakage. This may also be expressed as volumetric efficiency.

Discharge pressure will rise to meet system resistance (up to the point something breaks).

PD pumps must always have pressure relief valves on the discharge.

vgallons/re pump, ofnt displaceme

rpm factor, leakage internal

speed rotational

gpm rate, flow

)(

d

slip

rpm

Q

dsliprpmQ

Page 15: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

15JCI 115

Centrifugal (Dynamic) Pumps Centrifugal Pumps Convert Kinetic Energy

Into Potential Energy (i.e. Velocity Head Into Static Head)

Most Common Pump in Water and Wastewater

Radial Flow Most Common Axial Flow (Vertical Turbine) For High

Flows

Page 16: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

16JCI 116

Centrifugal Pumps Many Types

Single and Double Suction Horizontal and Vertical Split Submersible Close Coupled Extended Shaft…..

Page 18: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

18JCI 118

Centrifugal Pumps Impeller Imparts Kinetic Energy To Water Volute Slows Water, Converts Velocity

Head to Static Pressure (Head)

Page 19: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

19JCI 119

Centrifugal Pumps Pump Capability Is Given In Manufacturer’s Performance Curve (Pump Curve)

Page 20: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

20JCI 120

Centrifugal Pumps Pump Performance Can Be Controlled By:

Trimming Impeller (Smaller Diameter) Throttling Discharge Variable Speed Operating In Parallel

Same Pressure, More Flow Operating In Series

Same Flow, More Pressure

Page 21: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

21JCI 121

Centrifugal Pump Affinity LawsVariable Speed Pumps Are Used To Control Flow and Pressure. Variable Speed Operation Can Provide Significant Energy Savings. Most Effective If Pump Head Is Mostly Friction Losses.

Variable Frequency Drives (VFD) Are the Most Common Method for Variable Speed Control.

kWor hp power,

psior feet head, pump

rpm speed, rotational

gpm rate, flow

3

2

1

2

1

2

2

1

2

1

2

1

2

1

P

h

N

Q

N

N

P

P

N

N

h

h

N

N

Q

Q

Page 22: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

22JCI 122

Centrifugal Pump Affinity Laws

2000 3000 4000 5000 6000 7000 8000 9000 10000 110000

20

40

60

80

100

120

140

160

0

40

80

120

160

200

240

280

320

Variable Speed PerformancePump Head 1180 rpm bhp 1180 rpm

Pump Head 1003 rpm bhp 1003 rpm

Flow, gpm

He

ad

, ft.

H2

O

Po

we

r, b

hp

Page 23: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

23JCI 123

Centrifugal Pump Performance Pump Operation Cannot Be Determined

From Pump Curve Alone Must Include System Curve Operating Point Is Identified By the Intersection of the Pump Curve and System Curve

Page 24: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

24JCI 124

Centrifugal Pump PerformanceThe pump head is the sum of the static head (lift) and the friction losses.

The friction loss can be determined from the Darcy-Weisbach equation or the Hazen-Williams equation. The Hazen-Williams is the most often used in water and wastewater.

pipe encrusted old,for 30

value typical100

pipesmooth new,for 140C

factor C iamsHazen Will

gpm rate, flow

inches pipe, ofdiameter inside

fittingsfor allowance includes

feet pipe, oflength equivalent

OHft friction, from headloss

46.10

2

85.1

87.4

C

Q

d

L

h

C

Q

d

Lh

eq

f

eqf

Page 25: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

25JCI 125

Centrifugal Pump Performance Adding System Curve Identifies Actual Pump Performance

2000 3000 4000 5000 6000 7000 8000 9000 10000 110000

20

40

60

80

100

120

140

160

0

40

80

120

160

200

240

280

320

Variable Speed PerformancePump Head 1180 rpm

System Head

bhp 1180 rpm

Pump Head 1003 rpm

bhp 1003 rpm

Flow, gpm

He

ad

, ft.

H2

O

Po

we

r, b

hp

Page 26: 1 CEE 426 Wastewater Treatment Plant Design November 12, 2012 Thomas E. Jenkins President JenTech Inc. 6789 N. Elm Tree Road Milwaukee, WI 53217 414-352-5713

26JCI 126

http://www.pumpsystemsmatter.org/default.aspx

http://www.pumps.org/

Questions?