Pipe2000 Campus Facilities Modeling by Dr. Don J Wood
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Transcript of Pipe2000 Campus Facilities Modeling by Dr. Don J Wood
Campus Facilities Modeling using Pipe2000
1Pipe2000 Campus Facilities Modelingby Dr. Don J Wood
Pipe2000 Modules
12Pipe2000 GUIThe GUI (Graphical User Interface) determines how efficiently the user can utilize the software.Pipe2000 GUI only for pipe system modelingExtremely easy to useThe same for all Campus Modeling projects
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Creating a Hydraulic Model Using the UltraEasy Pipe2000 GUI(for steady and transient modeling)BackgroundsLaying out Pipe SystemsProviding dataHydraulic Calc.Labeling your Pipe System
34Pipe2000 Backgrounds
Subdivision Drawing (DXF)
45Pipe2000 Backgrounds Piping Drawing (JPG)
56Campus Map (scaled)
67Laying Out Your Pipe SystemAs Easy as 1-2-3(1) Left Click (LC) to select existing node (or pipe)
(2) Select first node move mouse and Right Click (RC) to add Pipe and Node
(3) Select Node and use Dropdown List to change Node Type
78Laying Out Your Pipe System
1) Move mouse to next locationMove mouse
89Laying Out Your Pipe System
2) Right Click to add PipeRC
910Laying Out Your Pipe System
3) Select new starting node (Left Click)LCMove mouse
1011Laying Out Your Pipe System
4) Move to next location and Right Click
1112Change Node Types
1) Select node (LC) and select Type (Pump) from Dropdown ListLCLC
1213Change Node Types
Node is changed to Pump
1314Change Node Types
Node Type changes complete Enter Data for each Pipe and Node
1415Entering Pipe Data
Select pipe and 2) choose Pipe Type 3) data entered 4) select fittings Pipe Type button from list automatically from Fittings ListLength--scaledOne Click and Select Pipe Type can Provide Required Pipe Data
1516Enter Node Data
Pump Data multiple pumps variable speed pumps
--- max level
--- min levelTank Data fixed diameters various shapes
1617Hydraulic Analysis and the Report
1718Hydraulic Analysis and the Report
1819Labels for Data and Results
Use Label Menu for other selectionsFonts, etc
1920Pipe2000 Campus Facilities Modeling ExamplesPotable Water Distribution & Fire FlowsChilled Water supply & returnHot Water Distribution Gas DistributionSteam Distribution saturated superheated
2021Example Campus Facilities Modeling Campus Map
Use Map as ScaledBackground Map For Pipe2000 Models
2122Potable Water Distribution ModelSupply from City Water System 90 psi static, 75 psi residual @ 2000 gpmAverage Demands for Each BuildingPeak Demands for Each Building (GDF=1.4)Fire Flow at Average DemandsFire Flow at Peak Demands
2223Laying out Water Distribution Model
RC(1)LC(4)- RC(2)RC(3)
RC(5)Location of CityWater MainShowing first 5 mouse clicks used to develop Pipe2000 model
2324Potable Water Distribution Model
DemandLocationsFireHydrant
2425Pipe Data for Potable Water System
2526Pressures @ Average Flow (1125 gpm)
2627Pressures @ Peak Flow (GDF-1.4)
2728Fire Flow @ 20 psi Minimum (average)
2829Fire Flow @ 20 psi Minimum (peak)
2930Chilled Water Model
SupplyReturnChillers & PumpFlow ControlValveSets suctionpressureMain pipes = 6 in.Buld. Pipes = 4 in.HW C = 140
3031Modeling Chilled Water System Loads
Flow Regulatorssimulate valveswhich control theflows to buildingsSupply side Hydraulics determines the pressure available at the buildingReturn side Hydraulics determines the pressure required at the buildingto transport water backto pump & chillers
If supply side pressureat the flow control valveis not sufficient the flowcontrol valve will open wideand provide less flow whichcan be accommodated bythe return side
3132Results Peak and Average Loads
Peak LoadAverage Load
Unable to maintain load
3233Pressures Average Loads
3334Can We Add a New Building?You can evaluate in 3 minutes
New 4 inch Supply PipingNew 4 inch Return PipingOK!
3435Hot Water Distribution System
Supply: 450 F@ 200 psiRoughness = 0.3 millifeetAverage Building Load = 8 gpm
3536Pressures Load = 8 gpm
3637Pressures Load = 14.4 gpm
3738Pressures at Selected Buildings8 gpm 14.4 gpm
3839Hot Water Model Tabulated Results
3940Pipe2000 Natural Gas Distribution
2 inch pipe4 inch pipePressureSupply(120 psi)Roughness = 0.02 millifeetAverage Building Load= 300 MSCF/day
4041Gas Model Details
Connection to Gas MainPressure Supply@ 120 psiLoad to Building (300 MSCF/day)Pressure RegulatorSetting = 30 psiPressure RegulatorSetting = 40 psi
4142Gas Distribution Model Data
Pipe2000 Help for Gas PropertiesGas2000 System Data
4243Gas Pressures at Buildings
4344Tabulated Results Gas Analysis
4445Steam Distribution System
Steam Plant100 psiRoughness = 0.01 millifeetAverage Building Load= 400 #/hr
4546Modeling Steam DistributionSaturated Steam Analysis 1) plant provides saturated steam @ 100 psi 2) saturated steam is distributed to all buildings 3) Load increases from low (400 #/hr) to high (800 #/hr) Superheated Steam Analysis 1) plant provides superheated steam @ 100 psi and 450 degrees F 2) heat loss calculated using heat transfer coefficient = 0.15 3) select Temperature Sensitive Analysis
4647Pressures (400 #/hr)
4748Pressure @ 720 #/hr
4849Pressures at Selected Buildings
4950Pressures at Selected Buildings
400 #/hr 480 560 640 720 800
5051Superheated Steam Model (with heat loss)
Pipe Data includes Heat Transfer Coeff.Select Temp. Sensitive AnalysisSuperheated Steam Supply100 psi @ 450 degrees FHeat LossIn Pipes
5152Pipe2000 Tabulated ResultsSuperheated Steam
5253Superheated Steam 400 #/hr
Pressures
5354Comparing Models Pressures for 400 #/hr
Saturated Steam Model Superheated Steam Model
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Pipe2000 Model- Large CampusSteam Distribution
5556Zoomed In View- Large Campus
5657Pipe2000 Modeling Results
High pressure lineLow pressure line
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Virginia Power Hot Water Model
5859
Toyota Compressed Air Model
5960What a Knowledgeable User Says
6061A Very Successful Pipe2000 Project
6162ConclusionsPipe2000 developers have the greatest amount of experience with a variety of Campus Piping Distribution Systems
The Pipe2000 GUI is very easy to use and a single GUI supports all types of systems
Pipe2000 is the most cost effective and comprehensive modeling software available
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