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Erin FauldsArchitectural Engineering
Mechanical OptionSenior Thesis 2007
The Try Street Terminal Building620 Second Avenue
Pittsburgh, PA
Presentation OutlineBuilding IntroductionMechanical Analysis CFD ModelIAQ StudyConclusion
Try Street Terminal BuildingRenovation Project Art Institute of Pittsburgh (AIP)
Building HistoryExisting industrial warehouse Originally constructed in 1910230,000 SF with 20,500 SF building footprint9 stories above ground
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Second Avenue
First Avenue
RenovationsReasons
AIP degree program changeRelocation of AIP campus
BenefitsMeet housing needs of AIPCloser to campusRestores older buildingBrings younger people back to city
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building SiteDowntown Pgh – between 1st & 2nd Ave.Surroundings/Neighbors
AIP campusPNC Bank Data CenterStation Square & SouthsidePublic transportationPublic Parking Authority’s
First Side Garage
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Project TeamArchitect: TKA Architects
General Contractor: Massaro CorporationMechanical Engineer: McKamish
Electrical Engineer: Star Electric CompanyStructural Engineer: The Kachelle Group
Plumbing Engineer: Sauer, Inc.Fire Protection: Ruthrauff, Inc
Construction DatesOctober 2005 – June 2007
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Features & FunctionsNew Architectural Features
Façade Restoration – Historic LandmarkMezzanine level between floors 1 & 22-story atriumLightwell in core of building (floors 2-9)
Building Functions650 Residents in 140 Apartments2,750 ft2 exercise room9,000 ft2 of retail space
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Second Avenue
First Avenue
Existing Mechanical SystemConventional WSHP System
(1) 1 to 3 ton water source heat pump (WSHP) in each apartment
(1) 10 ton heat pump serves exercise room60-90F building loopCooling – (1) 370 ton closed circuit cooling towerHeating – (2) gas-fired boilers,
1340 MBH ea.
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Conventional WSHP
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Existing Mechanical System - Airside(4) Make-up Air Units (MAU)
100% OA rooftop unitsProvide ventilation for corridors
& apartments on floors 1-94,620 to 7,550 cfm per unit122 tons total cooling capacity2,285 MBH total heating
capacity
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Existing Mechanical System - Airside(4) Air Handling Units (AHU)
Indoor self contained, air-cooled vertical package unitsSupply constant volume cooling of 47 tonsServe basement & 1st floor unassigned spaces3,000 to 6,000 cfm per unitElectric duct heaters provide 125 kW of heating
(1) 10 ton heat pumpSupplies 4,000 cfm OA to exercise room
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Alternative Mechanical SystemsDesign Focus
Apartments on Floors 1-9Objectives
Implement geothermal systemReduce energy consumptionMaintain thermal comfortReduce maintenance
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Geothermal Heat PumpsBenefits
Decrease energy consumptionLess O&M compared to conventional
DisadvantageInstallation cost
Types investigated: closed/open loopClosed: ground coupled heat pumps (GCHP)Open: ground water heat pumps (GWHP)
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
GCHP SystemHeat exchanged between water in pipes and ground soil Vertical System
Requires 250 to 300 ft2 per ton coolingHorizontal System
Requires 2,500 ft2 per ton coolingClosed loop system not selected
Site limitations
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
GWHP SystemOpen loop – water not confined to loop of pipesGroundwater – source of coolingPumping well – moves groundwaterPossible arrangements
Direct useStanding columnIndirect use
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
GWHP SystemDirect-use
Water used directly in heat pumpLimited to smallest applications
Standing ColumnWater used directlyWater produced & returned
to same wellProblems
Scaling of building equipmentSize of project
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
GWHP – Primary FocusIndirect-use
Utilizes plate heat exchangerIsolates building & ground loops
Two Well SystemProduction & Injection WellsNational Pollutant DischargeElimination System (NPDES)permit
PA – Class V, no additivesNPDES permit –not required!
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Groundwater sourceUnderground River
Other names:Wisconsin Glacial Flow Aquifer
Constant 55FFresh, pure drinking source15 to 50 feet below surfaceAquifer construction
Like oval tunnel filled with rocks and gravelSides & bottom - solid rockTop - silt and clay
Water source for Point State Park Fountain
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Heat Exchanger SizingOptimum Flow Rates
Building loop: 2 to 3 gpm/tonGroundwater loop: 1 to 2.25 gpm/ton
Heat of rejection = 4,200 MBH (controlling case)Heat of absorption = 1,053 MBHARI 325 rating for GWHP
Both EER & COP have 70F & 50F entering water temperature
Approach of 3-7FΔTgroundwater typ. less than 10F
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Heat Exchanger SizingMueller 60MH model
286 plates1904 ft2 total area875 gpm – bldg loop788 gpm – gw loopApproach = 4.8FΔTgroundwater = 10.7F
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Convention CenterApprox. 1 mile awayDrawdown test – 1100gpm available
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Well DesignWell Spacing
Flow from injection to production well doesn’t need to be prevented
Inter-well flow needs to be sufficiently low
~ 4,400 ft2 available‘driveway’ & parkingRETScreen requires
~2,500 ft2
GWHP - Energy AnalysisHAP model
Direct-use30% reduction
in cooling cmpt. costIncreased pumping
costRETScreen model
Indirect-use Similar heating &
cooling loads to HAPReduced emissions
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
100.05.727809,263100.06.010849,282Grand Total
68.63.931555,50565.43.931555,505Non-HVAC Sub-Total
54.33.108439,18751.73.108439,187Electric Equipment
14.40.823116,31713.70.823116,317Lights
31.41.796253,75834.62.079293,777HVAC Sub-Total
0.00.00000.40.0233,201Cooling Tower Fans
9.30.53275,1286.70.40356,924Pumps
3.70.21430,2343.60.21430,214Heating
16.00.919129,84321.81.308184,884Cooling
2.30.13118,5542.20.13118,554Air System Fans
Percent of Total(%)
($/ft²)
Annual Cost($)
Percent of
Total(%)
($/ft²)
Annual Cost($)Component
Alternative WSHPExisting GWHPAnnual Compt. Costs
Cost ComparisonRETScreen
12 years-to-positive cash flowAIP – 20 year property
commitmentAlthough great initial cost,
would recommend system
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Computational Fluids ModelProblem
Air & Temp. distribution inatrium spaces
Spaces evaluated2-story lobby (1,650 ft2)2-story exercise room (1,800 ft2) Total first floor area of 4,700 ft2
(4) 30 ft2 skylightsObjectives
Use Phoenics VR to generate 3-D modelAnalyze effectiveness of diffuser placement & supply air flow rate
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Phoenics VRModel
Blockages – columns, floors, walls, etc.Inlet/Outlet – diffusers/doorwaysHeat source – flat plate evenly distributed over floor surface (5,000 & 12,000 W)
Results after 3,000 iterationsLeft convergence monitor
– not constantOkay for education purposes
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
Phoenics ModelVelocity Slices
Direction of air flowis correct
At occupant level -air flow <= 1 m/s
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
m/s
0.250.25-0.51
0.51-1.021.02-1.52
>1.52 problem
Air Velocity - ComfortOccupant Comfort
unnoticedpleasant
geneally aware of air movement
drafty
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Phoenics ModelTemperature Slices
Diffuser stream – 59FAt occupant level - 66-70F
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
C
1517192123 73
TemperatureF
59636670
Diffuser placement & supply flow rates – acceptable!
Indoor Air Quality StudyObjective
Contaminant free apartments (select)Ultraviolet Germicidal Irradiation (UVGI) System
Complicated technologyUsed for air & surface disinfectionCommon types: in-duct, in-AHU, upper air distribution, standalone recirculation unitDestroy microbes: bacteria, mold, spores, germs
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
CREON2000 Room UnitPatented Technology
Focuses power of UV light on microbes Study – Journal of Asthma
Asthma symptoms – less frequent & severe
Low maintenance designReplacement of bulb & filter – once a year
Microbe ReductionHEPA - by 2-3 timesCREON2000 – by 20 times
Room Unit – offers flexibility in number of units installed
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ StudyConclusion
ConclusionGWHP indirect-use system
Reduces energy consumptionReduces emissionsMaintains thermal comfortLowers maintenance
Based on information available and calculations completed – Recommend!
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ Study
Conclusions
Try Street Terminal BuildingRenovation ProjectArt Institute of Pittsburgh
Building IntroductionMechanical Analysis
CFD ModelIAQ Study
Conclusions
Thank YouPenn State AE Mechanical Faculty – especially my
advisors: James Freihaut & Jelena SrebricClassmates – Malory & Patrick
Dave Lyon & Jim Synan at McKamishMy family & friends
Questions?