chilled water plant design and contro - utah ashrae

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March 2, 2012 Kent W. Peterson, PE, FASHRAE P2S Engineering, Inc. Long Beach, CA [email protected] Chilled Water Plant Design and Control CH-1 CH-2 95°F 85°F 90°F 0.52 KW/ton 0.59 KW/ton 0.555 KW/ton 40°F 56°F 48°F 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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March 2, 2012

Kent W. Peterson, PE, FASHRAE

P2S Engineering, Inc. Long Beach, CA

[email protected]

Chilled Water Plant Design and Control

CH-1 CH-2

95°F 85°F90°F

0.52 KW/ton 0.59 KW/ton

0.555 KW/ton

40°F56°F 48°F

0.2

0.4

0.6

0.8

1.0

25 50 75 100

65 ECWT 75 ECWT 85 ECWT

Percent Loaded

KW

/ton

2

Handouts

  A copy of the today’s slides in PDF format will be available from Trent Hunt

3

Agenda

  CHW Distribution Systems   CHW Distribution System Balancing   CW Distribution Systems   Break   Selecting CHW Distribution Systems   Selecting CHW ΔT   Selecting CW ΔT   Selecting Chillers   Optimizing Control Sequences   Questions

4

Optimizing Energy Usage

  Chillers •  Type, efficiency, size, VFD

  Cooling Towers •  Fan type, efficiency, approach, range, speed control,

flow turndown   Chilled Water Pumps

•  Arrangement, flow rate (delta-T), pressure drop, VFD   Condenser Water Pumps

•  Flow rate (delta-T), pressure drop, VFD   Air Handling Units

•  Coil sizing, air-side pressure drop, water-side pressure drop

Pop Quiz 1  What happens to component

energy usage if we lower CWS setpoint? • Chiller • Towers • Pumps

Pop Quiz 2

 What happens to component energy usage if we lower CW flow? • Chiller • Towers • Pumps

Pop Quiz 3  What happens to component

energy usage if we lower CW flow AND the CWS setpoint? • Chiller • Towers • Pumps

8

Optimizing CHW Plant Design

  Ideal: Design a plant with lowest life cycle costs (first cost plus lifelong operating costs) accounting for all the complexities and interaction among plant components

  Practical: Design plant subsystems to be near-life cycle cost optimum using techniques that are simple and practical enough to be used without a significant increase in design time

9

Chilled Water Distribution Systems

10

Chilled Water System Classes

  Constant Flow •  No control valves •  3-way control valves

  Variable Flow •  Primary-Only •  Primary/Secondary (/

Tertiary) •  Primary/Distributed

Secondary •  Primary/Variable Speed

Coil Secondary These are the major categories of distribution systems. The list is by no means complete. There are many permutations and combinations.

11

Constant Flow Single Chiller, Single Coil, No Control Valve

12

“Constant” Flow 3-Way Valves

100% to Coil 50% to Coil 0% to Coil

Pipe/Valves 2 2 2Coil and/or Bypass 8 2 6Globe Control Valve 10 7.5 12Total 20 11.5 20

GPM @ 20’ ΔP* 100 132 100

Pressure Drop @ 100 GPM

*actual ΔP available may change

Item

3-Way Mixing Valve

Bypass Balance Valve

DP 20 ft

13

Constant Flow Single Chiller, Multiple Coils

14

Constant Flow Multiple Parallel Chillers, Multiple Coils

CH2 240 gpm

CH1 240 gpm How many chillers do we need to run?

Ballroom A 240 gpm 100% Loaded

Ballroom B 240 gpm Unoccupied

15

Variable Flow

 Vary Flow Through Coil Circuit • Two-way valves • Variable speed coil pump

 Configurations • Primary-secondary • Primary-secondary variations • Primary-secondary-tertiary • Primary-only

16

Variable Flow Chilled Water Systems

 Old Paradigm • Controls respond to changes in CHW

temperature • Variable flow causes low temperature

trips, locks out chiller, requires manual reset (may even freeze)

• Hence: Maintain constant flow through chillers

17

Variable Flow Primary/Secondary, Multiple Chillers and Coils

If there is no resistance in the common leg, then no flow is induced in the other circuit.

Hydraulic Independence

18

Variable Flow Series Flow, Multiple Chillers

19

Variable Flow Primary/Distributed Secondary

20

Variable Flow Primary/Secondary/Tertiary

21

Variable Flow Chilled Water Systems

 New Paradigm • Modern controls are robust and very

responsive to both flow and temperature variations

•  Variable flow OK within range and rate-of-change spec’d by chiller manufacturer

22

Variable Flow Primary-only, Multiple Chillers

23

Variable Flow Primary, Bypass Valve

  Location •  Near chillers

  Best for energy   Controls less expensive   Control more difficult to

tune – fast response •  Remote

  Smaller pressure fluctuations (easier to control)

  Keeps loop cold for fast response

  Sizing •  Sizing critical when at

chillers/pumps •  Different size if pump has

VFD or not

  Flow measurement •  Flow meter

  Most accurate   Needed for Btu calc for

staging •  DP across chiller

  Less expensive   Accuracy reduced as tubes

foul   One required for each chiller

24

Primary CHW Pump Options

Dedicated Pumping Advantages: •  Less control complexity •  Custom pump heads w/ unmatched chillers •  Usually less expensive if each pump is adjacent to chiller served •  Pump failure during operation does not cause multiple chiller trips

Headered Pumping Advantages: •  Better redundancy •  Valves can “soft load” chillers with primary-only systems •  Easier to incorporate stand-by pump

25

Balancing Variable Flow Systems

26

Balancing Issues

  Ensure “adequate” flow available at all coils to meet loads •  Less than design flow may be “adequate” most of the

time   Ensure differential pressure across control valves

is not so high as to cause erratic control •  “Two-positioning” •  Unstable control at low loads

  Cost considerations •  First costs (installed costs and start-up costs) •  Pump energy costs (peak demand and annual) •  Rebalancing costs (if any) as coils are added to system

27

Balancing Options

1.  No balancing •  Relying on 2-way control valves to automatically provide

balancing 2.  Manual balance

•  Using ball or butterfly valves and coil pressure drop •  Using calibrated balancing valves (CBVs)

3.  Automatic flow limiting valves (AFLVs) 4.  Reverse-return 5.  Oversized main piping 6.  Undersized branch piping 7.  Undersized control valves 8.  Pressure independent control valves

28

Option 5: Oversized Main Piping

 Advantages •  No balancing labor •  Coils may be added/

subtracted without rebalance

•  Reduced over-pressurization of control valves close to pumps

•  Lowest pump head/energy due to oversized piping, no balance valves

•  Increased flexibility to add loads due to oversized piping

 Disadvantages •  Added cost of larger

piping

29

Option 6: Undersized Branch Piping

  Advantages •  No balancing labor •  Reduced cost of smaller

piping •  Coils may be added/

subtracted without rebalance

•  Reduced over-pressurization of control valves close to pumps where piping has been undersized

  Disadvantages •  Limited effectiveness and

applicability due to limited available pipe sizes

•  High design and analysis cost to determine correct pipe sizing

•  Reduced flexibility to add coils where piping has been undersized

•  Coils may be starved if variable speed drives are used without DP reset

•  Slightly higher pump energy depending on flow variations and pump controls

30

Option 7: Undersized Control Valves

  Advantages •  No balancing labor •  Reduced cost of smaller

control valves •  Coils may be added/

subtracted without rebalance

•  Reduced over-pressurization of control valves close to pumps where control valves have been undersized

•  Improved valve authority which could improve controllability where control valves have been undersized

  Disadvantages •  Limited effectiveness and

applicability due to limited available control valve sizes (Cv)

•  High design and analysis cost to determine correct control valve sizing

•  Coils may be starved if variable speed drives are without DP reset

•  Slightly higher pump energy depending on flow variations and pump controls

31

Option 8: Pressure Independent Control Valves

  Advantages •  No balancing labor •  Coils may be added/

subtracted without rebalance

•  No over-pressurization of control valves close to pumps

•  Easy valve selection – flow only not Cv

•  Perfect valve authority will improve controllability

•  Less actuator travel and start/stop may improve actuator longevity

  Disadvantages •  Added cost of strainer

and pressure independent control valve

•  Cost of labor to clean strainer at start-up

•  Higher pump head and energy due to strainer and pressure independent control valve

•  Valves have custom flow rates and must be installed in correct location

•  Valves can clog or springs can fail over time

32

PICVs May Improve ΔT?

NBCIP Test Lab (as reported by manufacturer)

33

Ranks

Balancing Method Controllability (all conditions)

Pump Energy Costs First Costs

1 No balancing 7 3 3 2 Manual balance using calibrated

balancing valves 4 6 6 3 Automatic flow limiting valves 7 7 7 4 Reverse-return 2 2 5 5 Oversized main piping 3 1 4 6 Undersized branch piping 6 4 2 7 Undersized control valves 5 4 1 8 Pressure independent control

valve 1 8 8

7

34

Conclusions & Recommendations for Variable Flow Hydronic Systems

  Automatic flow-limiting valves and calibrated balancing valves are not recommended on any variable flow system •  Few advantages and high first costs and energy costs

  Reverse-return and oversized mains may have reasonable pump energy savings payback on 24/7 chilled water systems

  Undersizing piping and valves near pumps improves balance and costs are reduced, but significant added engineering time required

  Pressure independent valves should be considered on very large systems for coils near pumps •  Cost is high but going down now with competition •  When costs are competitive, this may be best choice for all jobs

  For other than very large distribution systems, option 1 (no balancing) appears to be a reasonable option to consider •  Low first costs with minimal or insignificant operational problems

35

Problems Caused by Degrading ∆T

  For a given load Q, when ΔT goes down, GPM goes up

Q= 500 X GPM X ΔT

  Result: •  Increases pump energy •  Can require more chillers to run at low load, or coils will be

starved of flow •  Can result in reduced plant effective capacity: chiller capacity

without the capability of delivering it

ΔT Degradation in Large Chiller Plant (January through March)

0 100 200 300 400 500 600 700 800

Approximate hrs/yr

Eva

pora

tor

Del

ta T

(°F)

35°F-40°F40°F-45°F45°F-50°F50°F-55°F55°F-60°F

2.0°F-2.5°F

4.5°F-5.0°F

7.0°F-7.5°F

9.5°F-10.0°F

Coincident Wet Bulb Ranges

Design ΔΤ=10oF

37

∆T Conclusions

  Design, construction, and operation errors that cause low ΔT can and should be avoided

  But other causes for low ΔT can never be eliminated

  Conclusion: At least some ΔT degradation is inevitable

  Therefore: Design the CHW Plant to allow for efficient chiller staging despite degrading ΔT

38

Some Solutions

  Design CHW distribution system so chillers can have increased flow so they can be more fully loaded at low ΔT •  Primary-only pumping •  Unequal chiller and primary pump sizes, headered

pumps so large pump can serve small chiller •  Low design delta-T in primary loop

 Insures low ΔT in secondary  Higher primary loop first costs & energy costs

•  Primary/secondary pumping with check valve in common leg

39

Check Valve in the Common Leg

CHECK VALVE IN COMMON

LEG

40

Supposed Disadvantages Check Valve in Common Leg

  Circuits are not hydraulically independent •  So what?

  Flow rate may exceed maximum allowed by chiller manufacturer •  Seldom a real problem - pump capabilities usually fall off fast

enough due to high chiller ΔP •  Maximum flow rates are usually arbitrary – occasional

excursions should not be a problem •  Resolved by using high design ΔTs (or adding auto-flow limiting

valves at chillers as last resort)   Pumps in series may force control valves open

•  Not true with variable speed driven secondary pumps.   Primary pumps may ride out their curves and overload

•  Seldom a real problem - pump capabilities usually fall off fast enough due to high chiller ΔP, and motor may be selected to avoid this problem.

41

Real Disadvantages Check Valve in Common Leg

 Possible dead-heading secondary pumps if primary pumps are off and chillers isolation valves are closed • Logically interlock secondary pumps to

primary pumps  “Ghost” flow through inactive

chillers with dedicated pumps • Use isolation valves rather than dedicated

pumps

42

Check Valve in the Common Leg

  Recommendation •  For fixed speed chillers with ∆T problems, a check

valve in the common leg can help. Make sure pump design/controls address secondary pump dead-heading and ghost-flow issues. Select a check valve with low pressure drop (i.e. swing check, not spring)

•  For variable speed chillers, do not put check valve in common leg. It has little value (unless ΔT degradation is severe) since chiller plant will not be inefficient by staging chillers on before they are fully loaded

43

Condenser Water Distribution Systems

44

Condenser Water Systems

 Old paradigm: constant flow & speed

 New paradigm: variable flow & speed •  Control logic to maximize efficiency?

45

Variable Speed CW Pumps

VSCW CSCW

46

Condenser Water Pump Options

Dedicated Pumping Advantages: •  Less control complexity •  Custom pump heads w/ unmatched chillers •  Usually less expensive if each pump is adjacent to chiller served and head pressure control not required

Headered Pumping Advantages: •  Better redundancy •  Valves can double as head pressure control •  Easier to incorporate stand-by pump •  Can operate fewer CW pumps than chillers for fixed speed pumps

47

Tower Isolation Options

1.  Select tower weir dams & nozzles to allow one pump to serve all towers

•  Always most efficient •  Almost always least expensive •  Usually possible with 2 or 3 cells

2.  Install isolation valves on supply lines only •  Need to oversize equalizers

3.  Install isolation valves on both supply & return •  Usually most expensive but fail safe

Non-integrated water-side economizer (WSE) Try to avoid this!

Heat Exchanger in parallel with chillers

44F 60F

44F

41F

Twb 36F

Twb 41F

46F

49F

44F

44F

>46F

You have to shut off the economizer to satisfy the load!

Heat Exchanger in series with chillers on CHW side

Integrated water-side economizer

You can use either a control valve or pump

44F 60F

Twb 41F

46F

49F

44F

44F

<60F

V-1

50

Example WSE savings building description

  200,000 ft2 office building with ~ 110 tons of data center load

  Location Pleasanton CA (ASHRAE Climate 3B)

  (2) 315 ton chillers (630 tons total)   Building has air-side economizer   Data center has CRAH units   Water-side economizer on central plant

with HX (integrated, see previous slide)

51

Example WSE Savings

~30% ~24%

~48%

~2%

Break

Design Procedure

54

Design Procedure

  Select Chilled Water Distribution System   Select Temperatures, Flow Rate and

Primary Pipe Sizes   Select Cooling Tower Design Criteria   Select Chillers   Finalize Piping System Design, Select

Pumps   Develop Optimum Control System and

Control Sequences

55

Recommended Chilled Water Distribution Arrangement

Number of coils/loads served

Size of coils/ loads served

Distribution losses (excluding chiller)

Control Valves Flow Recommended

Distribution Type

One Any Any None Constant or Staged Primary-only

More than 1 Large Campus Any 2-way Variable Primary/ distributed secondary

More than 1 Large coils (> 100 gpm) Any None Variable Primary/coil

secondary Few (2 to 5) serving

similar loads or system has only one chiller

Small (< 100 gpm) Low (< 40 feet) 3-way Constant or

Staged Primary-only

Few (2 to 5) serving similar loads

Small (< 100 gpm) High(> 40 feet)

Many (more than 5) or few serving dissimilar

loads

Small (< 100 gpm) Any

2-way Variable Primary-only

Or Primary-Secondary

56

Primary/Secondary

Secondary Pump w/ VFD

at Chiller Plant

2-Way Control Valves at AHUs

Secondary Pump w/ VFD

at Chiller Plant

2-Way Control Valves at AHUs

57

Primary/Distributed Secondary

Central Plant

Distributed Secondary

Pump w/ VFD - Typical at each

Building

No Secondary Pumps at

Plant

58

Advantages of Distributed P/S versus Conventional P/S or P/S/T

  Reduced pump HP - each pump sized for head from building to plant

  Self-balancing   No over-pressurized valves at buildings

near plant   Reduced pump energy, particularly when

one or more buildings are off line   No expensive, complex bridge

connections used in P/S/T systems   Similar or lower first costs

59

Primary/Coil Secondary

Large AHU-1

Distributed Secondary

Pump w/ VFD - Typical at each

AHU

No Secondary Pumps at Plant

Large AHU-2

No Control Valves at AHUs

Hybrid Systems

61

Advantages of VFD Coil Pumps versus Conventional P/S system

  Reduced pump HP •  Each pump sized for head from coil to plant •  Eliminated 10 feet or so for control valves

  Self-balancing •  No need for or advantages to balancing valves, reverse

return   Lower pump energy

•  No minimum DP setpoint •  Pump efficiency constant

  Better control •  Smoother flow control - no valve hysteresis •  No valve over-pressurization problems

  Usually lower first costs due to eliminated control valves, reduced pump and VFD HP

62

Disadvantages of VFD Coil Pumps Versus Conventional P/S system

  Cannot tap into distribution system without pump •  May be problem with small coils (low flow, high

head pump)   Possible reduced redundancy/reliability

unless duplex coil pumps are added   Possible low load temperature

fluctuations •  Minimum speed on pump motor •  May need to cycle pump at very low loads

63

Primary-only System

BYPASS VALVE

Headered Pumps & Auto Isolation Valves Preferred to Dedicated Pumps: •  Allows slow staging •  Allows 1 pump/2 chiller operation •  Allows 2 pump/1 chiller operation if there is low ΔT

Flow Meter or DP Sensor Across Chiller

64

Advantages of Primary-only Versus Primary/Secondary System

  Lower first costs   Less plant space required   Reduced pump HP

  Reduced pressure drop due to fewer pump connections, less piping

  Higher efficiency pumps (unless more expensive reduced speed pumps used on primary side)

  Lower pump energy   Reduced connected HP   “Cube Law” savings due to VFD and variable flow

through both primary and secondary circuit

65

Pump Energy Primary vs. Primary/Secondary (3-chiller plant)

%

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

% GPM

Pum

p kW

Primary-only

Primary-secondary

66

Disadvantages of Primary-only Versus Primary/Secondary System

  Failure of bypass control •  Not as fail-safe - what if valve or controls fail? •  Must avoid abrupt flow shut-off (e.g. valves interlocked

with AHUs all timed to stop at same time) •  Must be well tuned to avoid chiller short-cycling

  Flow fluctuation when staging chillers on •  Flow drops through operating chillers •  Possible chiller trips, even evaporator freeze-up •  Must first reduce demand on operating chillers and/or

slowly increase flow through starting chiller; causes temporary high CHWS temperatures

  (Problems above are seldom an issue with very large plants, e.g. more than 3 chillers)

67

Primary-only System Staging

1000 GPM

0 GPM

0 GPM

68

Primary-only System Staging

500 GPM

500 GPM

0 GPM

69

Variable Flow Primary/Secondary with CHW Storage

  Advantages •  Peak shaving •  Simplifies chiller staging •  Provides back-up for chiller

failure •  Secondary water source for

fire department •  Secondary water source for

cooling towers   Disadvantages

•  Installed cost •  Space

70

Primary-only vs. Primary/Secondary

  Use primary-only systems for: •  Plants with many chillers (more than three) and with

fairly high base loads where the need for bypass is minimal or nil and flow fluctuations during staging are small due to the large number of chillers; and

•  Plants where design engineers and future on-site operators understand the complexity of the controls and the need to maintain them.

  Otherwise use primary-secondary •  Also for plants with CHW storage

Pipe Sizing

72

Pipe Sizing

 Need to balance • Cost of pipe and its installation • Cost of pump energy • Longevity of piping (erosion) • Noise • Sometimes space limitations

73

Accurately sizing pump head

  Guessing at pump heads •  Wastes money in oversized pumps, motors and (sometimes)

VFDs and (sometimes) need for impeller trimming •  Wastes energy (minor impact w/VFD or if impeller is trimmed)

  Calculating pump heads •  Takes about 20 minutes of engineering time

  Guessing cannot possibly be cost effective!

Optimum ΔT

75

Flow Rate and ΔT

TGPM 500 Δ=QLoad from Load Calc’s (Btu/hr)

Conversion “constant” =8.33 lb/gal * 60

minutes/hr

Flow rate (GPM)

Temperature Rise or Fall (ºF)

76

CHW ΔT Tradeoffs

ΔT

Low

High

Typical Range

8°F

25°F

First Cost Impact

smaller condenser

smaller pipe smaller pump

smaller pump motor

Energy Cost Impact

lower fan energy

lower pump energy

77

Coil Performance with ΔT

Chilled Water ΔT 11 13 15 18 20Coil water pressure drop, feet H2O

28 20 15 10 8.1

Coil airside pressure drop, inches H2O

0.46 0.48 0.49 0.52 0.54

43°F chilled water supply temperature, 78°F/62°F entering air and 53°F leaving air temperature.

78

0

200

400

600

800

1000

1200

11 13 15 18 20CHW Delta-T

kWh/

ton/

year

CHP Energy kWh/yearChiller Energy kWh/yearFan Energy kWh/year

System Performance With ΔT Varying Airside Pressure

CHWST = 44F

79

System Performance and ΔT Constant Airside Pressure

0

200

400

600

800

1000

1200

1400

41/16 42/14 43/12 44/10CHWST/Delta-T

kWh/ton/year

CHP Energy kWh/yearChiller Energy kWh/yearFan Energy kWh/year

80

Choosing the “Right” CHW ΔT

  Both energy and first costs are almost always minimized by picking a very high ΔT (>18°F to 25°F)

  Savings even greater with systems that have •  Large distribution piping network •  Water-side economizers •  CHW thermal energy storage

81

Condenser Water (Tower) Range at Constant CWST

ΔT

Low

High

Typical Range

8°F

18°F

First Cost Impact

smaller condenser

smaller pipe smaller pump

smaller pump motor smaller cooling tower

smaller cooling tower motor Energy Cost

impact

lower chiller energy

lower pump energy lower cooling tower energy

82

Condenser Water Range at Constant Tower Fan Energy

0

100

200

300

400

500

600

73/16 73.5/14 74.5/12 75.5/10

CWST/Delta-T

kWh/ton/year

Tower Fan CW pumpChiller

83

COOLING TOWER SELECTION

5

7

9

11

13

151719

1110

98

76

54

32

10%10%20%30%40%50%60%70%80%90%100%110%120%130%140%150%160%170%180%190%200%210%

% D

esig

n C

apac

ity

Approach (°F)

Range (°F)

DOE 2 Curve: Percent rated capacity at 70.0°F wet bulb

200%-210%190%-200%180%-190%170%-180%160%-170%150%-160%140%-150%130%-140%120%-130%110%-120%100%-110%90%-100%80%-90%70%-80%60%-70%50%-60%40%-50%30%-40%20%-30%10%-20%0%-10%

Design capacity

2 X design capacity

1/2 of design capacity

84

Cooling Tower Selection

 Fan Control  Efficiency  Approach

85

Tower Fan Control

Free Cooling ~ 15% of Capacity

Single Speed Fan

Two-Speed or Variable-Speed Fan

% Capacity

% Power

One Cell Tower

86

Tower Fan Control Two Cell Tower

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 65% 70% 75% 80% 85% 90% 95% 100%

% Capacity

% P

ower

Two 1-Speed Fans

Two 2-Speed Fans

One 1-Speed Fan andOne 2-Speed Fan

Free Cooling Below 15% Capacity

Two Variable Speed

Two Cell Tower

87

Tower Fan Control

  One-speed control is almost never the optimum strategy regardless of size, weather, or application

  VFD fan speed control is best choice now •  Costs now comparable to two speed motors & starters •  Soft start reduces belt wear •  Lower noise •  Control savings for DDC systems (network card options) •  More precise control

  Multiple cell towers should have speed modulation on at least 2/3 of cells (required by ASHRAE 90.1). For redundancy, use VFDs on all cells

88

Tower Efficiency LCC

90 GPM/HP 70 GPM/HP 50 GPM/HP

1000 ton Oakland Office

89

Tower Efficiency Guidelines

  Use Propeller Fans •  Avoid centrifugal except where high static needed or

where low-profile is needed and no prop-fan options available

•  Consider low-noise propeller blade option and high efficiency tower where low sound power is required

  Efficiency •  Minimum 80 gpm/hp for commercial occupancies •  Minimum 100 gpm/hp for 24/7 plants (data centers)

  Approach •  Maximum 10°F for large central plants •  3°F for 24/7 plants (data centers)

Break

91

CHILLER SELECTION

Part-Load Ratio

92

Chiller Procurement Approaches

  Most Common Approach •  Pick number of chillers, usually arbitrarily or as

limited by program or space constraints •  Take plant load and divide by number of chillers

to get chiller size (all equal) •  Pick favorite vendor •  Have vendor suggest one or two chiller options •  Pick option based on minimal or no analysis •  Bid the chillers along with the rest of the job and

let market forces determine which chillers you actually end up installing

93

Chiller Procurement Approaches

 Better Approach •  Estimate plant annual load profile •  Understand chiller efficiency curves •  Request chiller options from multiple

manufacturers based on a performance desired. Multiple options encouraged.

•  Estimate energy usage of options with a detailed computer model of the building/plant

94

Sample Load Profile

0

100

200

300

400

500

600

700

800

10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Percent Load

Hour

s pe

r yea

r

95

Chiller Procurement Approaches

 Another Option •  Pick a short list of vendors based on past

experience, local representation, etc. •  Request chiller bids based on a performance

specification. Multiple options encouraged. •  Adjust bids for other first cost impacts •  Estimate energy usage of options with a detailed

computer model of the building/plant •  Select chillers based on lowest life cycle cost •  Bid the chillers at end of design development

phase

96

Chiller Bid Specification   Don’t Specify:

•  Number of chillers •  Chiller size •  Chiller efficiency •  Chiller unloading

mechanism •  As much as possible –

keep the spec flexible!

  Do Specify: •  Total design load •  Anticipated load profile •  Minimum number of

chillers and redundancy requirements

•  Design CHW/CW entering and leaving temperatures and/or flows (or tables of conditions)

•  Available energy sources •  Physical, electrical or other

limitations •  Acoustical constraints •  Acceptable refrigerants

97

Zero Tolerance Data

  Do NOT allow tolerance to be taken in accordance with ARI 550/590

  Why insist on zero tolerance? •  Levels playing field – tolerances applied

inconsistently among manufacturers •  Modeled energy costs will be more accurate •  High tolerance at low loads makes chillers

appear to be more efficient than they will be, affecting comparison with unequally sized, VFD-driven, or multiple chiller options

98

Zero Tolerance Data

0%

5%

10%

15%

20%

25%

30%

35%

40%

45%

0% 20% 40% 60% 80% 100% 120%

% of Full Load

% T

oler

ance

10F Delta-T15F Delta-T20F Delta-T

ARI 550/590 Tolerance Curve

99

Factory Tests

  Certified Factory Tests •  Need to verify performance to ensure accurate

claims by chiller vendors in performance bids •  Field tests are difficult or impossible and less

accurate •  Last chance to reject equipment

100

Chiller Bid Evaluation

  Adjust for First Cost Impacts   Estimate Maintenance Costs   Calculate Energy Costs

•  Energy model of building(s) and plant   Calculate Life Cycle Costs   Temper Analysis with Consideration for “Soft” Factors

  Final Selection

101

Advantages & Disadvantages OF RECOMMENDED CHILLER SELECTION APPROACH

  Disadvantages •  Extra work for both engineer and vendor •  Difficult to include maintenance impact •  Assumes energy rate schedules will remain as they

are now with simplistic adjustments for escalation   Advantages

•  Allows manufacturers to each find their own “sweet” spots, both for cost and efficiency

•  Usually higher energy efficiency •  More rational than typical selection approaches

102

OPTIMIZING CONTROLS

103

Optimizing Control Sequences

 Cookbook Solution • Staging Chillers • Controlling Pumps • Chilled Water Reset • Condenser Water Reset

 Relational Control Approach

104

Staging Chillers

  Fixed Speed Chillers •  Operate no more chillers than required to meet the

load •  Stage on when operating chillers maxed out as

indicated by measured load (GPM, ΔT), CHWST, flow, or other load indicator

•  For primary-secondary systems w/o check valve in the decoupler, start chiller to ensure primary-flow > secondary-flow

•  Stage off when measured load/flow indicates load is less than operating capacity less one chiller – be conservative to prevent short cycling

105

Staging Chillers, continued

  Variable Speed Chillers •  Operate as many chillers as possible provided

load on each exceeds 30% to 40% load •  Energy impact small regardless of staging logic •  You MUST use condenser water reset to get the

savings

106

Part Load Chiller Performance w/ Zero ARI Tolerance

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

% Load (with Condenser Relief)

%kW

Fixed SpeedVariable Speed

107

Controlling CHW Pumps

  Primary-only and Secondary CHW Pumps •  Control speed by differential pressure measured

as far out in system as possible and/or reset setpoint by valve demand

•  Stage pumps by differential pressure PID loop speed signal:  Start lag pump at 90% speed  Stop lag pump at 40% speed  For large HP pumps, determine flow and speed

setpoints with detailed energy analysis

108

VFD Pump Power vs. Setpoint

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Percent GPM

Perc

ent P

ump

kW

DP setpoint = Design HeadDP setpoint = Head*.75DP setpoint =Head/2DP setpoint =Head/3DP setpoint = 0 (reset)

109

Chilled Water Setpoint Reset

  Reset Impacts •  Resetting CHWST upwards reduces chiller energy but will

increase pump energy in VFD variable flow systems •  Dehumidification

 Reset with “open” or indirect control loops (e.g. OAT) can starve coils and reduce dehumidification

 Reset by control valve position will never hurt dehumidification − humidity of supply determined almost entirely by supply air temperature setpoint, not CHWST

  Recommendations •  Reset from control valve position using Trim & Respond logic •  For variable flow systems with VFDs

 Reset of CHWST and VFD differential pressure setpoint should be sequenced − not independent like VAV systems since control valves are pressure-dependent

 Sequence reset of CHWST and DP − next slide…

110

CHWST/DP Setpoint Reset for VSD CHW System

  Back off on CHWST first   Then back off on DP setpoint

Tmin+ 15ºF

Tmin

DPmax

5 psi

CHW setpoint

CHW setpoint

DP setpoint

DP setpoint

CHW Plant Reset 0 100% 50%

111

CHW vs. DP Setpoint Reset

Plant with 150 ft CHW pump head

112

Condenser Water Setpoint Reset

  Optimum Strategy Cannot Easily Be Generalized •  Depends on efficiency/sizing of tower and type of chiller •  Relational control by monitoring plant efficiency

  Recommendations •  CWS reset by plant load from [as low as manufacturer

recommends] at 30% plant load up to [design CWST] at 80% load

•  Reset based on wetbulb temperature not effective given inaccuracy of sensors

113

Optimum Sequences

 All plants are different • Tower efficiency, approach • Chiller efficiency, unloading control • Pump efficiency, head, unloading control • Number of chillers, pumps, towers

 A generalized sequence can be developed but it will not be optimum

 Solution?

114

Summary

  In this course, you have learned techniques to design and control chiller plants for near-minimum life cycle costs, including: •  Selecting optimum chilled water distribution system •  Selecting optimum CHW supply & return temperatures •  Selecting optimum CW and tower range and approach

temperatures, tower efficiency, and fan speed controls •  Selecting optimum chillers using a performance bid and

LCC analysis •  Optimizing control sequences and setpoints

115

Questions