1 Pipe2000 Campus Facilities Modeling by Dr. Don J Wood Pipe2000 Modules.

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1 Pipe2000 Campus Facilities Modeling by Dr. Don J Wood Pipe2000 Modules

Transcript of 1 Pipe2000 Campus Facilities Modeling by Dr. Don J Wood Pipe2000 Modules.

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  • 1 Pipe2000 Campus Facilities Modeling by Dr. Don J Wood Pipe2000 Modules
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  • 2 Pipe2000 GUI The GUI (Graphical User Interface) determines how efficiently the user can utilize the software. Pipe2000 GUI only for pipe system modeling Extremely easy to use The same for all Campus Modeling projects
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  • 3 Creating a Hydraulic Model Using the UltraEasy Pipe2000 GUI (for steady and transient modeling) Backgrounds Laying out Pipe Systems Providing data Hydraulic Calc. Labeling your Pipe System
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  • 4 Pipe2000 Backgrounds Subdivision Drawing (DXF)
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  • 5 Pipe2000 Backgrounds Piping Drawing (JPG)
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  • 6 Campus Map (scaled)
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  • 7 Laying Out Your Pipe System As 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
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  • 8 Laying Out Your Pipe System 1) Move mouse to next location Move mouse
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  • 9 Laying Out Your Pipe System 2) Right Click to add Pipe RC
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  • 10 Laying Out Your Pipe System 3) Select new starting node (Left Click) LC Move mouse
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  • 11 Laying Out Your Pipe System 4) Move to next location and Right Click
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  • 12 Change Node Types 1) Select node (LC) and select Type (Pump) from Dropdown List LC
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  • 13 Change Node Types Node is changed to Pump
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  • 14 Change Node Types Node Type changes complete Enter Data for each Pipe and Node
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  • 15 Entering Pipe Data 1)Select pipe and 2) choose Pipe Type 3) data entered 4) select fittings Pipe Type button from list automatically from Fittings List Length-- scaled One Click and Select Pipe Type can Provide Required Pipe Data
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  • 16 Enter Node Data Pump Data multiple pumps variable speed pumps --- max level --- min level Tank Data fixed diameters various shapes
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  • 17 Hydraulic Analysis and the Report
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  • 18 Hydraulic Analysis and the Report
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  • 19 Labels for Data and Results Use Label Menu for other selections Fonts, etc
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  • 20 Pipe2000 Campus Facilities Modeling Examples Potable Water Distribution & Fire Flows Chilled Water supply & return Hot Water Distribution Gas Distribution Steam Distribution saturated superheated
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  • 21 Example Campus Facilities Modeling Campus Map Use Map as Scaled Background Map For Pipe2000 Models
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  • 22 Potable Water Distribution Model Supply from City Water System 90 psi static, 75 psi residual @ 2000 gpm Average Demands for Each Building Peak Demands for Each Building (GDF=1.4) Fire Flow at Average Demands Fire Flow at Peak Demands
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  • 23 Laying out Water Distribution Model RC(1) LC(4)- RC(2) RC(3) RC(5) Location of City Water Main Showing first 5 mouse clicks used to develop Pipe2000 model
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  • 24 Potable Water Distribution Model Demand Locations Fire Hydrant
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  • 25 Pipe Data for Potable Water System
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  • 26 Pressures @ Average Flow (1125 gpm)
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  • 27 Pressures @ Peak Flow (GDF-1.4)
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  • 28 Fire Flow @ 20 psi Minimum (average)
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  • 29 Fire Flow @ 20 psi Minimum (peak)
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  • 30 Chilled Water Model Supply Return Chillers & Pump Flow Control Valve Sets suction pressure Main pipes = 6 in. Buld. Pipes = 4 in. HW C = 140
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  • 31 Modeling Chilled Water System Loads Flow Regulators simulate valves which control the flows to buildings Supply side Hydraulics determines the pressure available at the building Return side Hydraulics determines the pressure required at the building to transport water back to pump & chillers If supply side pressure at the flow control valve is not sufficient the flow control valve will open wide and provide less flow which can be accommodated by the return side
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  • 32 Results Peak and Average Loads Peak Load Average Load Unable to maintain load
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  • 33 Pressures Average Loads
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  • 34 Can We Add a New Building? You can evaluate in 3 minutes New 4 inch Supply Piping New 4 inch Return Piping OK!
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  • 35 Hot Water Distribution System Supply: 450 F @ 200 psi Roughness = 0.3 millifeet Average Building Load = 8 gpm
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  • 36 Pressures Load = 8 gpm
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  • 37 Pressures Load = 14.4 gpm
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  • 38 Pressures at Selected Buildings 8 gpm 14.4 gpm
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  • 39 Hot Water Model Tabulated Results
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  • 40 Pipe2000 Natural Gas Distribution 2 inch pipe 4 inch pipe Pressure Supply (120 psi) Roughness = 0.02 millifeet Average Building Load = 300 MSCF/day
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  • 41 Gas Model Details Connection to Gas Main Pressure Supply @ 120 psi Load to Building (300 MSCF/day) Pressure Regulator Setting = 30 psi Pressure Regulator Setting = 40 psi
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  • 42 Gas Distribution Model Data Pipe2000 Help for Gas Properties Gas2000 System Data
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  • 43 Gas Pressures at Buildings
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  • 44 Tabulated Results Gas Analysis
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  • 45 Steam Distribution System Steam Plant 100 psi Roughness = 0.01 millifeet Average Building Load = 400 #/hr
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  • 46 Modeling Steam Distribution Saturated 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
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  • 47 Pressures (400 #/hr)
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  • 48 Pressure @ 720 #/hr
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  • 49 Pressures at Selected Buildings
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  • 50 Pressures at Selected Buildings 400 #/hr 480 560 640 720 800
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  • 51 Superheated Steam Model (with heat loss) Pipe Data includes Heat Transfer Coeff. Select Temp. Sensitive Analysis Superheated Steam Supply 100 psi @ 450 degrees F Heat Loss In Pipes
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  • 52 Pipe2000 Tabulated Results Superheated Steam
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  • 53 Superheated Steam 400 #/hr Pressures
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  • 54 Comparing Models Pressures for 400 #/hr Saturated Steam Model Superheated Steam Model
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  • 55 Pipe2000 Model - Large Campus Steam Distribution
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  • 56 Zoomed In View- Large Campus
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  • 57 Pipe2000 Modeling Results High pressure line Low pressure line
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  • 58 Virginia Power Hot Water Model
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  • 59 Toyota Compressed Air Model
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  • 60 What a Knowledgeable User Says
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  • 61 A Very Successful Pipe2000 Project
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  • 62 Conclusions Pipe2000 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