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McCarran Intern a tional Airport Terminal 3  as egas, Evaluation of Underfloor Air Distribution The Pennsylvania State University  , Jason A. Witterman Mechanical Option Facult  Advisor: William Bahnfleth, PhD, P.E.

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Page 1: Final Presentation Witterman-Jason

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McCarran Internat ional A irport

Term inal 3

 as egas,

Evaluation of Underfloor Air Distribution The Pennsylvania State University

  , 

Jason A. WittermanMechanical Option

Facult   Advisor:William Bahnfleth, PhD, P.E.

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M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

ut ne• Building Background and Existing Mechanical Conditions

Mechanical Redesign• Access Floor Design Breadth

• Acoustical Breadth

onc us ons

J a s o n  A .  W i t t e r m a n | 2

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

Term na  3  ac groun

Location

  , 

Owner

 

Department of  Aviation

Size

1.8 Million SF

Construction

April 2007  – Mid 2012

J a s o n  A .  W i t t e r m a n | 3

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

Ex st ng Mec an ca

 on t ons

Waterside

5   2 200 ton centrifu al chillers Variable primary flow

(6) 21,000 MBH water tube boilers

Airside (88) air handling units

15,000 ‐55,000 CFM

J a s o n  A .  W i t t e r m a n | 4

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M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

ut ne• Building Background and Existing Mechanical Conditions

• Mechanical Redesign▫ Introduction

▫ Goals and applications

▫ Revised load calculations

 

▫ New SA quantities and temperatures

▫ System equipment

▫ Initia  cost impacts

▫ Annual energy consumption and cost

• Access Floor Design Breadth

• Acoustical Breadth

• Conclusions

J a s o n  A .  W i t t e r m a n | 5

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

Mec an ca 

e es gn Intro uct on

Focus on level 2 airside

14  ate holdrooms and ad acent concourse Area ≈ 170,250 SF

Ceiling slopes from 12’‐6” above finished floor to 30’‐6”

Level 2 Key Plan

J a s o n  A .  W i t t e r m a n | 6

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M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

Interior Rendering

Interior Rendering of  Redesigned Area (Courtesy PGAL, LLC)

J a s o n  A .  W i t t e r m a n | 7

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

Mec an ca 

e es gn Intro uct on

Existing system is a traditional overhead mixing type

VAV s stem served b   11 air handlin   units Linear ceiling diffusers in holdrooms

Sidewall  jet nozzle diffusers in airside concourse

J a s o n  A .  W i t t e r m a n | 8

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

e es gn 

oa s

Create a comfortable indoor environment

Thermal comfort Indoor air quality

Minimize energy consumption

Reduce annual operating costs

J a s o n  A .  W i t t e r m a n | 9

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

ystem App cat ons

Potential Benefits of  UFAD and DV Systems

Better ventilation effectiveness Reduced SA quantities

Increased economizer operation

UFAD reserved for holdrooms Conceal floor diffusers

DV used in airside concourse

Low sidewall diffusers

J a s o n  A .  W i t t e r m a n | 10

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

ev se 

Loa 

a cu at ons

Must separate occupied and unoccupied zone loads:

Occu ied zone extends 6‐8 feet above the floor Loads must be conditioned through SA to the space

Unoccupied zone is above the occupied zone

Stratification eliminates need for SA to this zone Coil must still handle both load types

There are many different opinions on the percentage of  load

transferred to each zone.

J a s o n  A .  W i t t e r m a n | 11

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

ev se 

Loa 

a cu at ons

The UFAD load factors used for the redesign are based on 

various ASHRAE publications.

Occupied Zone Load Factors Minimum  Maximum

Occupants 0.65 0.75 0.75

Component of  Load According to Various Research 

Factor Used for Design

  . . .

Equipment 0.67 0.70 0.67

Envelope Conduction 0.70 0.82 0.77

Envelope Solar 0.70 1.00 1.00

J a s o n  A .  W i t t e r m a n | 12

l l

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

ev se 

Loa 

a cu at ons

The DV load factors used for the redesign are based on the 

ASHRAE Design Guide.

Occupied Zone Load Factors Minimum  Maximum

Occupants 0.295 0.670 0.295

Component of  Load According to Various Research 

Factor Used for Design

  . . .

Equipment 0.295 0.500 0.295

Envelope Conduction 0.185 0.820 0.185

Envelope Solar 0.185 1.000 0.185

J a s o n  A .  W i t t e r m a n | 13

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M c C a r r a n I n t e r n a t i o n a l A i r p o r t T e r m i n a l 3

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

Vent at on Mo cat ons

Minimum outdoor air flow rates calculated in accordance with

ASHRAE Standard 62.1‐2007. Breathing zone outdoor air flow rate (VBZ) remains unchanged

Zone air distribution effectiveness (E ) varies

EZ = 1.0 for existing systems EZ = 1.2 for redesigned systems

onsequen y, zone ou oor a r  ow  OZ  var es

V &&

 Z 

OZ  E 

=

J a s o n  A .  W i t t e r m a n | 15

M c C a r r a n I n t e r n a t i o n a l A i r p o r t T e r m i n a l 3

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

Vent at on Mo cat ons

Increased ventilation effectiveness and re‐zoning allows for 40%

reduction in zone outdoor air flows at louver.

Vot, Outdoor Air Intake Flow Required [CFM]

Exisitng Overhead Systems 129,760

Redesigned UFAD and DV Systems 77,083

,

J a s o n  A .  W i t t e r m a n | 16

M c C a r r a n I n t e r n a t i o n a l A i r p o r t – T e r m i n a l 3

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

uant t es an

 Temperatures

 UFA

Higher UFAD SA temperatures are required to maintain thermal

comfort in the s ace. Minimum advisable SA temperature is 64  °F

Air temperature increases 4‐7  °F directly above floor outlets

ASHRAE Standard 55 Maximum 5  °F gradient between ankle and head

Calculations assume SA temperature of  65  °F for UFAD systems

J a s o n  A .  W i t t e r m a n | 17

M c C a r r a n I n t e r n a t i o n a l A i r p o r t – T e r m i n a l 3

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    T e r m i n a l  3

L a s  V e g a s ,  N V

uant t es an

 Temperatures

 UFA

Supply air quantities calculated using occupied zone loads only:

( ) ( )][int

,][

08.1V

UFADCool,F SASetpo

neOccupiedZoTotalCFM 

T T  °−×=&

Return air temperatures based on total space load:

( ) ( )][

][][

08.1T

CFM SA

otaF SAF  RA

V T 

&×+= °°

J a s o n  A .  W i t t e r m a n | 18

M c C a r r a n I n t e r n a t i o n a l A i r p o r t – T e r m i n a l 3

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 M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    T e r m i n a l  3

L a s  V e g a s ,  N V

uant t es an

 Temperatures

 V

Higher SA temperatures are also required for DV systems,

thou h the   must actuall   be calculated. Air supplied slightly above the floor

Occupants more sensitive to temperature from lower 

velocities

J a s o n  A .  W i t t e r m a n | 19

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 p

L a s  V e g a s ,  N V

uant t es an

 Temperatures

 V

Supply air quantities calculated using occupied zone loads only:

( ) ( )][

,][

08.1V

UFADCool,F hf 

neOccupiedZoTotalCFM 

T  °Δ×=&

Supply and return air temperatures based on total space load:] / [][ HR BTU TotalSF  Q A ×

−− °°°

 / HR BTU 

( ) ( ) ( ) ( ) ( )][][

2

][

int

08.133.2 CFM SASF CFM SA

hf SetpoSA

V  AV  && ××+×

( ) ( )][

][][

08.1T

CFM SA

o aF SAF  RA

V T 

&×+= °°

J a s o n  A .  W i t t e r m a n | 20

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 p

L a s  V e g a s ,  N V

uant t es an

 Temperatures

Higher SA flow rates are required for both system types.

Lower ΔT for redesigned systems Not enough reduction in occupied zone loads

Existing Supply Air  Redesigned Supply  Difference Flow Rate [CFM] Air Flow Rate [CFM] [CFM]

Underfloor Air

 Distribution 160,650 253,182 92,532

Displacement Ventilation 130,335 162,497 32,162

, , ,

Average SA temperatures: ≈ 65  °F for both UFAD and DVAverage RA temperatures: ≈ 80  °F for UFAD and ≈85  °F for DV

J a s o n  A .  W i t t e r m a n | 21

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 L a s  V e g a s ,  N V

A r Han ng

 Equ pment

Nine additional air handling units are required to provide the

increased su l   air  uantities. Separate units to serve various system types

7 for UFAD, 8 for DV, 5 for overhead mixing

Additional space found above egress stairs

Location of  Egress Stairs

J a s o n  A .  W i t t e r m a n | 22

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 L a s  V e g a s ,  N V

A r Han ng

 Equ pment

Elevated mechanical space

within e ress stair towers 45’‐6” x 29’‐0”

8 units serving airside 

concourse Up to 25,000 CFM each

Louvers located at low roof  

to maintain architecture

Section Through Egress Stairs

J a s o n  A .  W i t t e r m a n | 23

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 L a s  V e g a s ,  N V

UFA 

Equ pmentPerimeter diffusers

Linear floor grilles provide cooling 

or  ea ng

Used in Sterile Circulation and 

Interior diffusers Linear Floor Grilles

 

Distributor baskets for debris

Underfloor terminal units

VAV terminal units for all diffusersRound Floor Diffuser and Basket

J a s o n  A .  W i t t e r m a n | 24

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 L a s  V e g a s ,  N V

V Equ pment

Displacement diffusers

Sidewall rectan ular diffusers  Coverage area 20’‐0” x 20’‐0”

Traditional terminal units

VAV terminal unitsDuct covers when necessary

Architectural integration Displacement Diffuser and Cover

J a s o n  A .  W i t t e r m a n | 25

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L V N V

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 L a s  V e g a s ,  N V

In t a 

ost Impacts

Air handling units

Cost data is obtained from actual design estimate

System Type Total Cost

Existing System Air Handling Units $2,023,580.00

Capacity [CFM]

460,000

Redesigned UFAD and DV Air Handling Units $2,740,000.00

$716,420.00

Total Cost Difference per SF 170,251 SF $4.21

560,000

Total Cost Difference

UFAD and

 DV

 equipment

os   a a  s o a ne   rom manu ac urer s  u ge   pr c ng

J a s o n  A .  W i t t e r m a n | 26

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s V e g a s N V

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 L a s  V e g a s ,  N V

In t a 

ost Impacts

Total initial cost difference

= $716,420.00

= $104,369.36

Air handling units 

UFAD components

=  , .

≈ $1,051,287.00

 components

Total 

Total existing mechanical system cost ≈ $80.6 million

Reasonable increase given total project cost

J a s o n  A .  W i t t e r m a n | 27

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s V e g a s N V

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 L a s  V e g a s ,  N V

Annua 

Energy an

 ost

 Impacts

Economizer savings

Hi her su l   and return air tem eratures allow for increased economizer operation

Increase of  5 ‐ 10°F in OA temperature range

Bin analysis allows for estimate of  energy savings

J a s o n  A .  W i t t e r m a n | 28

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s V e g a s N V

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 L a s  V e g a s ,  N V

Annua 

Energy an

 ost

 Impacts

Economizer savings

UFAD s stems 2,735,358,255 BTU/yr

39,385.4 BTU/SF‐yr

DV systems 2,998,765,000 BTU/yr

29,650.4 BTU SF‐yr

Potential for large savings in annual energy consumption

J a s o n  A .  W i t t e r m a n | 29

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s V e g a s N V

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 L a s  V e g a s ,  N V

Annua 

Energy an

 ost

 Impacts

Trane TRACE is used to simulate the existing and redesigned

s stems takin   into account: Economizer operation

Outdoor air flow rates

Supply air flow rates Other factors

Zoning

Fan static etc.

J a s o n  A .  W i t t e r m a n | 30

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s V e g a s , N V

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 L a s  V e g a s ,  N V

Annua 

Energy an

 ost

 Impacts

Annual operating costs

Annual Cost erUtility

Annual Cost [$/yr]

 Square Foot [$/(SF*yr)]

Existing System

Electricity $627,893 $3.69

Natural Gas $5,227 $0.03

Existing System Annual Cost $633,120 $3.72

Electricity $778,054 $4.57

Natural Gas 13 707 0.08

Redesigned System

Redesigned System Annual Cost $791,761 $4.65

Total Difference Between Systems $158,641 $0.93

J a s o n  A .  W i t t e r m a n | 31

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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 g ,

Annua 

Energy an

 ost

 Impacts

TRACE actually indicates an increase in energy consumption:

Increase of   0.93  er SF‐ r in area of  focus Increase of  $0.09 per SF‐yr for the total building area

Again, reasonable increases given building size

J a s o n  A .  W i t t e r m a n | 32

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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g ,

ut ne• Building Background and Existing Mechanical Conditions

• Mechanical Redesign

• Access Floor Design Breadth

• Acoustical Breadth

• onc us ons

J a s o n  A .  W i t t e r m a n | 33

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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 Access

 F oor

 rea t

Required for implementation of  UFAD system

Plenum height of  1’‐0” to 1’‐6” Maintain carpet finish

Line Number Item Description Quantity Unit Total Cost

09 69 13.10  Access Floors

0250 Panels, particle

 board

 or

 steel,

 1250#

 load,

 no

 

covering; Over 6,000 SF69,451 SF $316,696.56

0600 For car et coverin add 69 451 SF 576 443.30 

0910 For snap on strigner system, add 69,451 SF $139,596.51

1050 Pedestals 17,365 Each $257,870.25

‐‐Minus

 Existing

 Carpet 69,451 SF

‐$296,555.77

, .

$983,116.29

$14.16

Tota

Adjusted For Location (0.989)

Total Per Square Foot

J a s o n  A .  W i t t e r m a n | 34

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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 Access

 F oor

 rea t

Cost

≈ 1 million

Architectural impacts

Transition to concourse

Two slab elevations required Jet bridges and baggage handling dictate elevation

J a s o n  A .  W i t t e r m a n | 35

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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ut ne• Building Background and Existing Mechanical Conditions

• Mechanical Redesign

• Access Floor Design Breadth

• Acoustical Breadth

• onc us ons

J a s o n  A .  W i t t e r m a n | 36

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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 Acoust ca

 rea t

Existing conditions

Sound attenuators for su l   and return ductwork Duct lagging

Ambient noise

Highly occupied, transient space Jet noise from exterior

Fan noise likely minimal

J a s o n  A .  W i t t e r m a n | 37

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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 Acoust ca

 rea t

Noise criteria (NC)

Lar e  ublic s aces  circulation NC‐45

Trane Acoustics Program (TAP)

Used to model duct layouts Fans, ductwork, fittings, terminal units, diffusers, etc.

Critical fan only

J a s o n  A .  W i t t e r m a n | 38

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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 Acoust ca

 rea t

esu s

Supply:  NC‐33 Return:  NC‐31

NC Graphs for AH‐5R Supply and Return FansJ a s o n  A .  W i t t e r m a n | 39

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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 Acoust ca

 rea t

Results

Redesi n within tar et NC Eliminate existing attenuation

Savings of  at least $50,000 in initial cost

J a s o n  A .  W i t t e r m a n | 40

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M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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 F na  onc us ons

Initial cost

Mechanical e ui ment 1 051 285≈ Addition of access floor

Sound attenuation

$983,115

‐$50,000

Total increase in costAnnual cost

$1,984,400≈

Approximately $158,640 per year

Both are significant, though within reason

J a s o n  A .  W i t t e r m a n | 42

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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 F na  onc us ons

Benefits

mprove roug s ra ca on

Increased economizer operation

Disadvantages

Additional equipment

Com lexities with access floor

J a s o n  A .  W i t t e r m a n | 43

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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 F na  onc us ons

As designed, UFAD and DV are likely not appropriate for these

s aces in Terminal 3.

Supply air quantities must be minimized

Reduced fan energy → Lower annual cost Reduced equipment → Lower initial cost

J a s o n  A .  W i t t e r m a n | 44

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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 F na  onc us ons

Strategies to reduce SA quantities

Use sensible coolin anels Reduce solar load transmission

Better applications Less densely occupied areas

Interior zones

Less critical areas

J a s o n  A .  W i t t e r m a n | 45

M c C a r r a n   I n t e r n a t i o n a l  A i r p o r t    – T e r m i n a l  3

L a s  V e g a s ,  N V

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uest ons

Interior Rendering of  Redesigned Area (Courtesy PGAL, LLC)

J a s o n  A .  W i t t e r m a n | 46