A Model of In-Home Hot Water Distribution Systems Energy Losses Using EPANET, Public Domain Software For Pipe Networks

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A Model of In-Home Hot Water Distribution Systems Energy Losses Using EPANET, Public Domain Software For Pipe Networks By Toritseju Omaghomi and Steven Buchberger, PhD ACEEE Portland OR. March 22 nd, 2018 1

A Model of In-Home Hot Water Energy Losses By Toritseju Omaghomi and Steven Buchberger, PhD ACEEE Portland OR. March 22 nd, 2018 2

Acknowledgments This work is was supported in part by a grant from the Ohio Water Development Authority for project 2016OH506B entitled: Improved Estimates of Peak Water Demand in Buildings: Implications for Water-Energy Savings Also matching support in the form of residential water use data was provided by The International Association of Plumbing and Mechanical Officials (IAPMO) and from a Graduate Scholarship provided by the University of Cincinnati. 3

Outline Introduction Motivation Objective Method Analyze Variables Variable 1: Fixture Efficiency Variable 2: Pipe Sizing Method Variable 3: Pipe Layout WDC PRP EPANET Results Conclusion 4

Introduction Motivation: What is the combined effect of low flow fixtures, reduced pipe size and pipes layout on residential energy consumption related to hot water use? 5

Introduction Objective: Quantify water and energy savings in residential buildings resulting from efficient (water-conserving) fixtures. 6

Variable # 1: Fixture Efficiency 7 Reduced flow rate increases the waiting time for hot water at a fixture

Variable # 2: Pipe Sizing Method Reduced flow rate increases the waiting time for hot water at a fixture. Pipe size determines the volume of water in the pipes. 8

Variable # 3: Pipe Layout Reduced flow rate increases the waiting time for hot water at a fixture. Pipe size determines the volume of water in the pipes. Combined pulse characteristics from multiple fixtures and pipe layout. 9

WDC: Estimate Peak Demand & Size Pipe 10 Found at: http://www.iapmo.org/pages/waterdemandcalculator.aspx

PRP: Arrival at Fixtures & Demand Pulses Poisson Rectangular Process (PRP) method (Buchberger and Wu 1995) Simulates arrival time at fixture as a Poisson process Ensure there are no overlapping pulses at individual fixtures Fixture flowrate and duration of use are based on fixtures in IAPMO database (Inefficient or efficient) 11

. EPANET: Simulate Heat loss Input Fixture base flow Fixture multipliers generated from pulses Heat loss rate for Copper L pipe Water Heater 12

. EPANET: Simulate Heat loss Input Fixture base flow Fixture multipliers generated from pulses Heat loss rate for Copper L pipe Output Heat loss in pipes with time 13

Demand Pattern EPANET: Weekday/Weekend Multiplier 14

EPANET: Heat loss in Copper L pipes Heat loss rate for copper L pipe size for different size by combining Heat capacity formula and Heat transfer formula Q mc T Q ka T d 15

Energy Balance Assumptions Hot water temperature: 120 o F Copper L pipes are not insulated 16

Results: Variable #1 Fixture Efficiency 22% decrease in the annual volume of hot water consumed For example, Pre-retrofitted 2 bath single family home with inefficient fixtures vs Postretrofitted 2 bath single family home with efficient fixtures, both having a trunk and branched layout 17

Results: Variable #1 Fixture Efficiency 20% reduction in annual total energy consumed For example, Pre-retrofitted 2 bath single family home with inefficient fixtures vs Postretrofitted 2 bath single family home with efficient fixtures, both having a trunk and branched layout 18

Results: Variable #2-Pipe Sizing Method # Feature UPC (FU) vs (WDC) 1 Peak demand estimate Low 2 Pipe sizes (Single fixture) Right sized 3 Pipe sizes (Multiple fixtures) Small 4 Annual thermal energy delivered More 5 Annual thermal energy dissipated in pipes Less Rightly sized No Significant difference - 13 % For example, Retrofitted vs Newly constructed 2-bath single family home, both having efficient fixtures and a trunk and branched layout 19

Results: Variable #2-Pipe Sizing Method Building Size: Number of Units Number of fixtures UPC (FU) Peak Demand (gpm) Pipe Size (in) Peak Demand (gpm) WDC Pipe Size (in) Decrease in Expected Flow 1 9 14.0 1-1/4 9.0 1 36 % 10 90 65.0 2-1/2 21.3 1-1/2 67 % 50 450 208.0 5 67.1 2-1/2 68 % Note: Pipe sizes are for hot water flowing at 5ft/sec Each is a 2-bath unit has 1 bathtub, 1 clothes washer, 1 tub/shower combined, 1 kitchen sink, 1 dishwasher, 3 bathroom sinks, and 1 shower. (Efficient fixtures only) 20

Results: Variable #3 - Pipe Layout # Characteristics Trunk and Branched vs. Manifold 1 Distribution system size (total pipe run) More pipes 2 Volume of water between heater and a fixture Less water 3 Annual thermal energy delivered to fixtures More energy 4 Annual thermal energy dissipated in pipes Less + 15 % - 6 % 21 For example, Newly Constructed building & efficient fixtures with different layout

Conclusion (1 of 4) Lutz et al. (2014) Less than half of the hot water drawn arrives at a fixture. TRUE Hot water pulse duration: about 80% < 1 minute Hot water pulse intensity: about 77% < 1 gpm Sizing pipes with the new WDC method would not only reduce the amount of water between the heater and a fixture, it will also reduce the energy consumed by hot water use in residential buildings 22

Conclusion (2 of 4) ½ Pipe ¾ Pipe Heat loss in different sizes of Copper L pipes Water in smaller pipes lose heat at a faster rate compared to water in large pipes 23

Conclusion (3 of 4) Efficient fixtures and right sized pipes resulted in a 23% reduction in annual hot water energy consumption For example, Old 2-bath single family home with inefficient fixtures vs Newly Constructed 2-bath single family home with efficient fixtures, both having a trunk and branched layout 24

Conclusion (4 of 4) About 30% of the total annual energy consumed in a hot water distribution system of a 2 bath single family residential building is related to pipes - Pipe size, pipe length and pipe layout. 25

Questions? Omaghotu@mail.uc.edu 26