12.7.09 TEAM 13—GEOMELT
Dec 15, 2015
12.7.09
TEAM 13—GEOMELT
The Team
Jacob Speelman
(ME)
Caleb Rottman (EE)
Eric Ledy (ME)
Eric Geerlings
(CE)
OutlineProject OverviewGoalsField ResearchPreliminary DesignModelExperimentsDesign NormsAcknowledgementsQuestions
Project Overview
Overview
GoalsField
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Lake-effect snow can lead to severe storms, but Calvin never cancels class!
Michigan receives ≈ 72 inches of snow annually
http://www.saugus.net/Photos/images/blizzard_05_snowplow.jpg
http://www.duluthstreams.org/understanding/lake_effect.html
Project OverviewProblems with the Burton St. Entrance to
CalvinIntersection is dangerous to plow during the
daytimeSafety for Pedestrians and VehiclesConventional Snowmelt systems typically near
buildingsProposed Snowmelt Solutions
Closed Geothermal loop using 49° F fluidGeothermal Ground Source Heat Pump
Overview
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GoalsPrimary: To design a geothermal snowmelt
system for Calvin’s Burton Street EntranceOptimization and comparative analysis
betweenHeat pump or not?Asphalt or concrete?
Secondary: To design and construct a small model to demonstrate the operation of a geothermal snowmelt system
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Field ResearchDesign drawings from Moore & Bruggink
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Field Research
Design drawings from Moore & Bruggink
Overview
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Field Research
Site visit to Washington Ave. in Grand Haven
Commercial snowmelt installation under asphalt
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Field Research
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Steam is supplied by the nearby power plant
Preliminary System DesignEnergy Requirements
120-250 BTU/ft2 for a Type II (commercial) system
112-330 BTU/ft2 ASHRAE values Buffalo, New York
Overview
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Preliminary System DesignFirst attempt at EES Model
Mathematical heat transfer modelInitial calculations are still not accurate
enough to give numbers we can rely on Pipe Design Choices
HDPE for Heat Collection PipesPEX for Heat Dissipation PipesThermal Conductivity Considerations
Cost/Benefit Analysis
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Preliminary System DesignHeat Pump
With or Without a heat pump?Rough calculations suggest that if there is no
heat pump, the water pump would have to run at > 400 GPM
Heat pump may be required to supply necessary power in order to attain a more reasonable flow rate of < 200 GPM
Heat Pump vs. Steam SystemCosts and viability may have to be compared
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Preliminary Site DesignOption One: 1300 ft2
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Preliminary Site DesignOption Two: 3600 ft2
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Preliminary Site DesignOption Three: 4000 ft2
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Preliminary Site DesignOption Four: 7000 ft2
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Preliminary Site DesignCustomer vs. Public Needs
Where do pedestrians walk? Do they slip and fall?Do they cross the entrance often?
How might drivers be affected?Which areas must be melted to solve plowing
issues?
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ModelExperimental Model
Use to acquire scientific data Empirically prove viability of geothermal snowmeltStrictly controlled non-dimensional parameter for
heat transferCannot mimic real-world ground heat transfer
conditionsDemonstrative Model
Demonstrates operation of a geothermal snowmelt system
Test control systemNot used to acquire empirical dataOvervie
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ExperimentsThermocouples
Suffering the consequences of getting behind schedule
We will install thermocouples at 2, 4, 6, and 8 feet We will be taking data weekly
Soil CollectionGrain Size Distribution AnalysisThermal Conductivity Measurements
Wintertime Traffic StudyVehicle and PedestrianPossibly even Plowing Frequency Methods
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Design NormsStewardship
Save on energy and reduce fossil fuel useBalance needs and wants with cost and
necessityCaring
Increase safety for pedestrians and vehiclesTransparency
Not going to use smoke and mirrorsThe calculations will speak for themselves
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AcknowledgementsCharles Huizinga, Calvin College Physical
PlantMarc Huizinga, Calvin College Physical
PlantRen Tubergen, Industrial ConsultantProfessor Nielsen, Team AdvisorFrank Gorman, Calvin College ArchitectGary Slykhouse, City of GR Engineering
Dept.Bob Bruggink, of Moore & BrugginkRoy Laisure, of Moore & BrugginkOvervie
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QuestionsWe will now take your questions
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