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Free Powerpoint Templates Optimizing Central Chilled Water Systems Kent W. Peterson, PE, FASHRAE P2S Engineering, Inc. [email protected] ASHRAE Utah Chapter

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Page 1: Optimizing Central Chilled Water Systems - Utah ASHRAEutahashrae.org/wp-content/uploads/2012/03/Optimizing CHW Plants... · Optimizing Central Chilled Water Systems KentW.Peterson,PE,FASHRAE

Free  Powerpoint  Templates

OptimizingCentral Chilled Water SystemsKent  W.  Peterson,  PE,  FASHRAEP2S  Engineering,  Inc.

[email protected]

ASHRAE Utah Chapter

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Learning Objectives

1. Gain a better understanding of the operational dynamics of various load and equipment components in chilled water systems

2. Understand opportunities to provide both functional and energy efficient operation of chilled water systems

3. Develop a logical approach to the performance optimization of chilled water systems

2

Page 3: Optimizing Central Chilled Water Systems - Utah ASHRAEutahashrae.org/wp-content/uploads/2012/03/Optimizing CHW Plants... · Optimizing Central Chilled Water Systems KentW.Peterson,PE,FASHRAE

Presentation Outline

• Foundation of CHW Plant Operation

• Hydronic System Design

• Chiller Fundamentals

• Optimizing Plant Performance

• Building Interfaces

3

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Foundation of Operation

• Why look “outside the plant”?

- Understand how distribution system will operate

- Understand how CHW ∆T will be effected by dynamics of the systems connected

GOALDeliver CHW to all loads under various load

conditions as efficiently as possible

4

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Understanding Loads & Their Impact on Design

• Overall plant capacity is determined by peak design load

• Cooling load profile describes how the load varies over time is needed to design the plant to stage efficiently

• Cooling load “diversity”

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Chilled Water Plant Efficiency

• Operating kW/ton achievable in today’s plants (includes chillers, cooling towers and pumps)

• 0.4 - 0.7 Excellent

• 0.7 - 0.85 Good

• >1.0 Needs Improvement

• Do you really know how your chilled water plants are performing?

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Discussionon Hydronics

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Purpose of Pumping Systems

8

Move enough water through the piping systemat the minimum differential pressurethat will satisfy all connected loads

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Understanding Hydronics

• The pumping system will be required to operate under various load conditions

• Variable flow system differential pressures throughout the system will be dynamic

• Hydronic systems should be hydraulically modeled to design or troubleshoot complex systems

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Caution

• Excessive pump head can cause systems to not function as designed and waste considerable energy

• Pump Selection

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System & Pump Curves

11

0

50

100

150

200

250

300

0 1500 3000 4500 6000 7500 9000 10500 12000

System CurveCombined Pump Curve

Total Flow

Tota

l Pre

ssur

e

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Hydronic FundamentalsVariable Flow System Dynamics

12

VFD

Load

LoadDP

100 GPM5 PSID

100 GPM5 PSID

5 PSID

28 PSID

5 PSID

2 PSID

12 PSID38 PSID45 PSID

PUMP CLOSE LOAD REMOTE LOAD

20

60

50

40

30

10

0

70

PRES

SUR

E PS

IG

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Hydronic FundamentalsVariable Flow System Dynamics

13

VFD

DP

100 GPM5 PSID

0 GPM0 PSID

5 PSID

28 PSID

38 PSID

0 PSID

BAD SENSORLOCATION

Load

Load

38 PSID38 PSID45 PSID

PUMP CLOSE LOAD REMOTE LOAD

20

60

50

40

30

10

0

70

PRES

SUR

E PS

IG

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Hydronic FundamentalsVariable Flow System Dynamics

14

100 GPM5 PSID

0 GPM0 PSID

5 PSID

2 PSID

12 PSID

0 PSID

VFD

Load

LoadDP

12 PSID12 PSID19 PSID

PUMP CLOSE LOAD REMOTE LOAD

20

60

50

40

30

10

0

70

PRES

SUR

E PS

IG

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Hydronic FundamentalsVariable Flow System Dynamics

15

CONTROL VALVE ∆PAT VARIOUS LOAD CONDITIONS

CONTROL VALVE ∆PAT VARIOUS LOAD CONDITIONS

CONTROL VALVE ∆PAT VARIOUS LOAD CONDITIONS

CONTROL VALVE ∆PAT VARIOUS LOAD CONDITIONS

CONTROL VALVE ∆PAT VARIOUS LOAD CONDITIONS

Case 1Full Flow

Case 275% Flow

Case 350% Flow

Case 425% Flow

Case 510% Flow

Branch Flow (gpm) 100 75 50 25 10

Branch ∆P 38 38 38 38 38

Coil ∆P 5.0 2.8 1.3 0.3 0.1

Balancing Valve ∆P 28.0 15.8 7.0 1.8 0.3

Control Valve ∆P 5.0 19.4 29.8 35.9 37.7

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Balancing ConsiderationsVariable Flow Systems

16

• Too large a balancing valve pressure drop affects the performance and flow characteristic of the control valve.

- ASHRAE 2003 Applications Handbook, page 37.8

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Hydronic Pumping Conclusions

• Coil heat transfer is easier to control in low head (<50 ft) branches

• Remote, high head loads can be served more efficiently with variable speed series booster pumping

17

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What You Must KnowAbout CHW ∆T

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CHW Temperature Differential

• Poor CHW ∆T is the largest contributor to poor CHW plant performance

• To predict ∆T, you must know:- Characteristics of connected loads

- Control valve requirements and limitations

- Control valve control algorithms and setpoints

- Heat exchanger characteristics

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Chilled Water Coil CharacteristicsAssumes Constant Load on a Given Coil

0

5

10

15

20

25

4042

4446

4850

CHWS Temperature °F

CH

W ∆

T °

F

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Factors that Degrade ∆TAssuming Coils are Selected for Desired ∆T

• Higher CHWS temperature

• Lower entering air temperature (economizer)

• Control valve issues- 3-way control valves

- 2-position valves on fan coil units

- Valves exposed to high ∆P and can’t shutoff

• Controls not controlling- Setpoint cannot be achieved- Valves not interlocked to close if unit turns off

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∆T Conclusions

• Design, construction and operation errors that cause low ∆T can be avoided

• Other causes for low ∆T can never be eliminated

• Therefore, system design must accommodate the level of degradation anticipated

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Chiller Fundamentals

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Understanding Compressor Lift

• Temperature Lift = SCT - SST

- Saturated Condensing Temperature (SCT) is dependent upon LEAVING condenser water temperature

- Saturated Suction Temperature (SST) is based off of LEAVING chilled water temperature

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0.2

0.4

0.6

0.8

1.0

25 50 75 100

65 ECWT 75 ECWT 85 ECWT

Percent Loaded

KW

/ton

Centrifugal Chiller without VFD1200T Low Pressure

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Centrifugal Chiller with VFD1200T Low Pressure

0.2

0.4

0.6

0.8

1.0

25 50 75 100

65 ECWT 75 ECWT 85 ECWT

Percent Loaded

KW

/ton

Page 27: Optimizing Central Chilled Water Systems - Utah ASHRAEutahashrae.org/wp-content/uploads/2012/03/Optimizing CHW Plants... · Optimizing Central Chilled Water Systems KentW.Peterson,PE,FASHRAE

0.2

0.4

0.6

0.8

1.0

25 50 75 100

65 ECWT 75 ECWT 85 ECWT

Percent Loaded

KW

/ton

Centrifugal Chiller without VFD1200T High Pressure

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Centrifugal Chiller with VFD1200T High Pressure

0.2

0.4

0.6

0.8

1.0

25 50 75 100

65 ECWT 75 ECWT 85 ECWT

Percent Loaded

KW

/ton

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Centrifugal Chiller Comparison

0.2

0.4

0.6

0.8

1.0

25 50 75 100

65 ECWT 75 ECWT 85 ECWT

Percent Loaded

KW

/ton

0.2

0.4

0.6

0.8

1.0

25 50 75 100

0.2

0.4

0.6

0.8

1.0

25 50 75 1000.2

0.4

0.6

0.8

1.0

25 50 75 100

Hig

h Pr

essu

reLo

w P

ress

ure

Constant Speed Variable Speed

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Centrifugal Chiller with VFD1000T High Pressure, Multiple Oil-Free Compressors

0.2

0.4

0.6

0.8

1.0

25 50 75 100

65 ECWT 75 ECWT 85 ECWT

Percent Loaded

KW

/ton

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Optimizing Plant Performance

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Primary-Secondary vs Variable Primary Flow

• Variable primary flow plants can provide advantages over traditional primary-secondary configurations

• Less plant space required for VPF

• VPF is not conducive to CHW TES

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Page 33: Optimizing Central Chilled Water Systems - Utah ASHRAEutahashrae.org/wp-content/uploads/2012/03/Optimizing CHW Plants... · Optimizing Central Chilled Water Systems KentW.Peterson,PE,FASHRAE

Primary-Secondary Variable FlowPart Load Operation - 4500 Ton Plant

33

Load

58°F

42°F

Load

Load

Load

LoadVFD

∆P

6000 GPM 4500 GPM

1500 GPM

42°F

54°F

1500 tons

1500 tons

OFF

3,000 Ton Load

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Primary-Secondary Variable FlowEffect of Low CHWR Temperature

Low ∆T Syndrome

34

44°F

52°F

42°F

6000 GPM 9000 GPM

3000 GPM

Additional chiller will need to bestarted to maintain the secondaryCHWS temperature setpoint if load increases

Loss of CHWStemp control

Load

Load

Load

Load

LoadVFD

∆P1500 tons

1500 tons

OFF

3,000 Ton Load

52°F

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Variable Primary FlowPart Load Operation - 4500 Ton Plant

35

42°F

CLOSED

58°F

VFD

4500 GPM

FM

1500 tons

1500 tons

OFF

Load

Load

Load

Load

Load

∆P

Bypass is not needed if minimumflow through chiller is guaranteed 3,000 Ton Load

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Variable Primary FlowEffect of Low CHWR Temperature

36

CLOSED

54°F

VFD

6000 GPM

1500 tons

1500 tons

OFF

FM

Load

Load

Load

Load

Load

∆P

42°F

3,000 Ton Load

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Series Arrangement

In applications with high lift, a series evaporator arrangement can improve overall plant performance

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85°F95°F

Series versus ParallelWith High Lift Requirement

38

40°F56°FCH-1

CH-240°F56°F

40°F56°F

0.60 KW/ton

Parallel-Parallel Arrangement

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7% KW Reduction on Chillersor

450 KW Reduction on 10,000 ton Plant

30 feet head increase on condenser water would result in 230 KW increase in pump power

220

Series versus ParallelWith High Lift Requirement

39

CH-1 CH-2

95°F 85°F90°F

0.52 KW/ton 0.59 KW/ton

0.555 KW/ton

Series-Counterflow Arrangement

40°F56°F 48°F

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Series versus ParallelWith High Lift Requirement

40

CH-1 CH-240°F56°F 48°F

0.50 KW/ton 0.61 KW/ton

7% KW Reductionor

450 KW Reduction on 10,000 ton Plant

0.555 KW/ton

Series-Parallel Arrangement

85°F95°F 85°F95°F

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Optimize Heat Rejection

• Oversized cooling towers can decrease approach to lower chiller lift requirements and improve plant KW/ton

• Approximately 1.5% chiller KW reduction per °F lift reduction

41

Lowering CWS by from 95°F to 93°F3% Chiller KW Reduction

or

180 KW Reduction on 10,000 ton Plant

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CHW ∆T

42

Option 1

40°F56°F16°F

10,000 tons15,000 gpm

200 feet head667

38% Pump KW Reductionor

254 KW Reduction on 10,000 ton Plant

Option 2

38°F58°F20°F

10,000 tons12,000 gpm

146 feet head413

CHWS TempCHWR TempCHW ∆TPlant SizeCHW FlowHeadPump KW

87

Increased chiller lift would result in 167 KW increase in chiller power

Page 43: Optimizing Central Chilled Water Systems - Utah ASHRAEutahashrae.org/wp-content/uploads/2012/03/Optimizing CHW Plants... · Optimizing Central Chilled Water Systems KentW.Peterson,PE,FASHRAE

Thermal Energy Storage

• Chilled water thermal storage is a viable means of reducing peak electrical demand and increasing plant efficiency

• Less chiller and cooling tower capacity required

• Keep it simple!

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Building InterfaceConsiderations

Page 45: Optimizing Central Chilled Water Systems - Utah ASHRAEutahashrae.org/wp-content/uploads/2012/03/Optimizing CHW Plants... · Optimizing Central Chilled Water Systems KentW.Peterson,PE,FASHRAE

Building Interface ConsiderationsEnergy Transfer Stations Using Heat Exchangers

• Heat exchangers designed with lower approaches will typically yield higher CHW ∆T

• Always focus on supplying load with proper CHWS temperature

45

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Building Interface Considerationswithout Heat Exchangers

• Avoid chilled water tertiary loops

- Remember cooling coil fundamentals

• A variable speed booster pump should be used to boost differential pressure when needed

46

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Building Interface Considerationswithout Heat Exchangers

47

BuildingLoad Tertiary Loop

BuildingLoad

VFD

Boosted Secondary

Page 48: Optimizing Central Chilled Water Systems - Utah ASHRAEutahashrae.org/wp-content/uploads/2012/03/Optimizing CHW Plants... · Optimizing Central Chilled Water Systems KentW.Peterson,PE,FASHRAE

A Case for Metering

• Most efficiently designed systems are horribly inefficient after several years of operation

• How can we improve operation if we don’t evaluate the efficiency?

• Calibrate regularly

48

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A Case for Commissioning

• Commissioning is a systematic process of assuring that systems perform in accordance with the design intent and owner’s operational needs

• Retro-commissioning

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Control Design Issues

• Control strategies should consider impact on complete system

• Aim to continually optimize energy efficiency for entire system

- Demand control

- Relational control

• Aim for reliability and “elegance”

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Summary

• Understand parameters that affect chiller plant and overall system performance

• Optimize operation through equipment selection and control sequences to deliver CHW to all loads as efficiently as possible throughout the year

• Commission plant

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For More Information

• ASHRAE Self Directed Learning Course “Fundamentals of Water System Design”

• ASHRAE HVAC Systems and Equipment Handbook

• ASHRAE Journal series “Optimizing Chilled Water Plants”

• Hydronic System Design & Operation by E.G. Hansen

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ThankYou