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COUPLING RESIDENTIAL END USE 
AND UTILITY WATER-ENERGY MODELS 
by Alvar Escriva-Bou, Jay R. Lund, Manuel Pulido-Velazquez, Edward Spang and Frank Loge 
ALVAR ESCRIVA-BOU 
alesbou@gmail.com 
@alesbou 
notjustwater.wordpress.com 
AGU 2014 FALL MEETING SAN FRANCISCO, DECEMBER 15TH 2014
Water 
Energy 
Environment 
Food 
Climate 
Industry
OUTLINE 
• Residential Water-Energy-CO2 optimization 
model. 
 Household minimize their bills and conservation costs 
facing water and energy price shocks. 
• Utility-scale hourly Water-Energy simulation 
model. 
 Based on actual data we build a model that can simulate 
demand changes. 
3
RESIDENTIAL END-USE OPTIMIZATION MODEL 
• Based on a previous water-energy- 
GHG assessment 
study. 
• Using probability 
distribution functions based 
on a water end-use survey. 
• 10,000 MC simulations for 
10 different cities in CA. 
4
Water 
The economics behind the model: Demand 
Energy 
Uo 
Indoor hot water 
Indoor cold water 
Outdoor water 
Air conditioned 
Appliances 
Space heating 
Water heating 
Complementarity 
0 
1 
2 
qw0 qw2 qw1 
qE1 
qE0 
qE2 
5
DEMAND: CONSERVATION ACTIONS 
6 
• Each household has a set of available actions: 
– Long-term: Retrofits. 
– Short-term: Behavioral. 
• Each action has: 
– Cost. 
• Annualized costs for retrofits. 
• Hassle costs on a daily basis for behavioral changes. 
– Effectiveness (Water or energy savings).
Conservation Actions: Savings - Technological 
0.5 
0.45 
0.4 
0.35 
0.3 
0.25 
0.2 
0.15 
0.1 
0.05 
0 
0 1 2 3 4 5 6 7 8 9 10 
Flow (GPM) 
Retrofitted Appliance 
Normal Appliance 
7
Conservation Actions: Savings - Behavioral 
1 
0.9 
0.8 
0.7 
0.6 
0.5 
0.4 
0.3 
0.2 
0.1 
0 
0.5 
0.45 
0.4 
0.35 
0.3 
0.25 
0.2 
0.15 
0.1 
0.05 
0 
Household Reduction Factor 
CDF of previous behavioral factor 
Potential conservation 
Consciousness 
factor 
0 2 4 6 8 10 12 14 16 18 20 
Non-excedance probability 
Reduction Factor 
Behavioral Factor - Shower Length (min/shower) 
8
Quantity 
The economics behind the model: Water Supply 
Price 
D 
Supply0 
Q0 
Supply ‘ 
Supply ‘’ 
Q’’ Q’ 
P’’ 
P’ 
P0 
Pw=120% 
(ρ=0.1) 
Pw=110% 
(ρ=0.2) 
Pw=100% 
(ρ=0.7) 
9
The economics behind the model: Energy Supply 
8 
8.5 
9 
9.5 
10 
10.5 
11 
11.5 
12 
Jan-09 
Mar-09 
May-09 
Jul-09 
Sep-09 
Nov-09 
Jan-10 
Mar-10 
May-10 
Jul-10 
Sep-10 
Nov-10 
Jan-11 
Mar-11 
May-11 
Jul-11 
Sep-11 
Nov-11 
Jan-12 
Mar-12 
May-12 
Jul-12 
Sep-12 
Nov-12 
Jan-13 
Mar-13 
May-13 
Jul-13 
Sep-13 
Nov-13 
Jan-14 
Mar-14 
Residential Natural Gas Price 
Mean 
110% 
90% 
10 
Pe=115% 
(ρ=0.1) 
Pe=100% 
(ρ=0.8) 
Pe=85% 
(ρ=0.1)
OPTIMIZATION 
푀푖푛푖푚푖푧푒 푇푂푇퐴퐿 퐶푂푆푇 = 
푤푙푡 
퐶푤푙푡 ∙ 푋푤푙푡 + 
푒푙푡 
퐶푒푙푡 ∙ 푋푒푙푡 + 
퐵 ∙ 
푤푒 
푝푤푒 ∙ 
푒푒 
푝푒푒 ∙ 퐷 ∙ 
푤푠푡 
퐶푤푠푡 ∙ 푋푤푠푡푤푒,푒푒 + 
푒푠푡 
퐶푒푠푡 ∙ 푋푒푠푡푤푒,푒푒 + 퐵푊푤푒 + 퐵퐸푒푒 
• Subject to: 
– Decision variables are binary 
– Savings are less than initial use (upper bound) 
– Mutually exclusive actions 
– Interdependence among actions 
11
Results: Adoption rate and water savings for long-term actions 
12
Results: Adoption rate and energy savings for water-related actions 
13
Results: When energy cost is included 
(respect the only-water scenario) 
14 
• Adoption rate: 
• Retrofit shower: +7.9% 
• Retrofit clotheswasher: +1.7% 
• Reduce shower length: +3.2% 
• … 
• Increased savings: 
• Indoor water savings: +24% 
• Energy savings: +30% 
• GHG savings: +53%
Results: Demand function and elasticities 
15
Results: Own- and cross-price 
elasticities (averages) 
16 
• Water own-price elasticity Ɛww = -0.05 
• Energy own-price elasticity Ɛee = -0.03 
• Energy water-price elasticity Ɛew = -0.02 
• Water energy-price elasticity Ɛwe = -0.004 
• Own-price values are relatively low. 
• Water price affects energy consumption more than energy price 
affects water use. 
• Literature about cross-price elasticities reviewed: Only 1 paper!! 
Lars Garn Hansen (Land Economics, 1996) obtained a Ɛwe = -0.2, 
but none obtained Ɛew.
UTILITY-SCALE HOURLY WATER-ENERGY SIMULATION MODEL 
• Based on a real data from 
EBMUD water utility. 
• We select a only a part that 
represents 27% of total 
EBMUD water use. 
• We want to simulate real 
operation to obtain results 
for different scenarios. 
17
EBMUD: Selected scheme of study 
WTP 
WWTP 
PP 
PP 
PP 
Leland 
Pop. ≈ 130,000 
6,391 MG/year 
Elevation: 
150 feet – 45 m 
Danville 
Pop. ≈ 75,000 
3661 MG/year 
Elevation: 
350 feet – 107 m 
San Ramon 
Pop. ≈ 150,000 
7553 MG/year 
Elevation: 
550 feet – 168 m 
Pardee and 
Camanche Reservoirs 
Total Supply: 
17604 MG/year 
(out of 64868 MG/year) 
18
Assembling the model 
Water users Water utility 
19 
Total Annual 
Water Use 
Energy Utility 
Hourly water 
demand 
Hourly water 
supply 
Water-related 
energy 
GHG 
Emissions 
Shares of use by 
customer category 
Indoor vs. Outdoor 
Hourly distribution 
of end uses 
Irrigation 
Necessities (P-ET) 
Pumping and 
treatment 
patterns 
Water regulation 
Water treatment 
Pumping and 
distribution 
Wastewater 
treatment 
Water-related 
energy 
Regressions 
and pumping 
patterns 
End-uses 
energy 
intensity
Some Results: Energy break down 
20 
• Annual water use: 17,604 MG/year 
• Annual energy use: 558,000 MWh/year 
• Energy Intensity: 31.7 MWh/MG 
• Water utility energy cost: $3,355,451
Simulating scenarios 
21 
• Scenario 1: Residential optimal conservation 
• Annual water use: 16,541 MG/year (-6%) 
• Reduction Energy Use: 36,940 MWh/year (-6.6%) 
• Water utility energy savings: $115,493 (3.5%) 
• GHG savings: 7023 metric tons / year (93.5% 
residential and 6.5% Utility)
Simulating scenarios 
22 
• Scenario 2: Peak shaving 
• Outdoor consumption shift to off-peak hours 
• The same water and energy use (but different 
hours) 
• Water utility energy savings: $51,023 (1.5%) 
• Energy utility benefits: ??? But some!
TAKE HOME MESSAGES 
• Increased water (and water-related energy 
and GHG emissions) conservation when 
energy is included. 
• Most of water-related energy is from water 
heating in households. 
• There are gains for water and energy utilities 
working together. 
23
Thanks ;) 
ALVAR ESCRIVA-BOU 
alesbou@gmail.com 
@alesbou 
notjustwater.wordpress.com 
AGU 2014 FALL MEETING SAN FRANCISCO, DECEMBER 15TH 2014

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AGU2014: Coupling residential end use and utility water energy models

  • 1. COUPLING RESIDENTIAL END USE AND UTILITY WATER-ENERGY MODELS by Alvar Escriva-Bou, Jay R. Lund, Manuel Pulido-Velazquez, Edward Spang and Frank Loge ALVAR ESCRIVA-BOU alesbou@gmail.com @alesbou notjustwater.wordpress.com AGU 2014 FALL MEETING SAN FRANCISCO, DECEMBER 15TH 2014
  • 2. Water Energy Environment Food Climate Industry
  • 3. OUTLINE • Residential Water-Energy-CO2 optimization model.  Household minimize their bills and conservation costs facing water and energy price shocks. • Utility-scale hourly Water-Energy simulation model.  Based on actual data we build a model that can simulate demand changes. 3
  • 4. RESIDENTIAL END-USE OPTIMIZATION MODEL • Based on a previous water-energy- GHG assessment study. • Using probability distribution functions based on a water end-use survey. • 10,000 MC simulations for 10 different cities in CA. 4
  • 5. Water The economics behind the model: Demand Energy Uo Indoor hot water Indoor cold water Outdoor water Air conditioned Appliances Space heating Water heating Complementarity 0 1 2 qw0 qw2 qw1 qE1 qE0 qE2 5
  • 6. DEMAND: CONSERVATION ACTIONS 6 • Each household has a set of available actions: – Long-term: Retrofits. – Short-term: Behavioral. • Each action has: – Cost. • Annualized costs for retrofits. • Hassle costs on a daily basis for behavioral changes. – Effectiveness (Water or energy savings).
  • 7. Conservation Actions: Savings - Technological 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 0 1 2 3 4 5 6 7 8 9 10 Flow (GPM) Retrofitted Appliance Normal Appliance 7
  • 8. Conservation Actions: Savings - Behavioral 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Household Reduction Factor CDF of previous behavioral factor Potential conservation Consciousness factor 0 2 4 6 8 10 12 14 16 18 20 Non-excedance probability Reduction Factor Behavioral Factor - Shower Length (min/shower) 8
  • 9. Quantity The economics behind the model: Water Supply Price D Supply0 Q0 Supply ‘ Supply ‘’ Q’’ Q’ P’’ P’ P0 Pw=120% (ρ=0.1) Pw=110% (ρ=0.2) Pw=100% (ρ=0.7) 9
  • 10. The economics behind the model: Energy Supply 8 8.5 9 9.5 10 10.5 11 11.5 12 Jan-09 Mar-09 May-09 Jul-09 Sep-09 Nov-09 Jan-10 Mar-10 May-10 Jul-10 Sep-10 Nov-10 Jan-11 Mar-11 May-11 Jul-11 Sep-11 Nov-11 Jan-12 Mar-12 May-12 Jul-12 Sep-12 Nov-12 Jan-13 Mar-13 May-13 Jul-13 Sep-13 Nov-13 Jan-14 Mar-14 Residential Natural Gas Price Mean 110% 90% 10 Pe=115% (ρ=0.1) Pe=100% (ρ=0.8) Pe=85% (ρ=0.1)
  • 11. OPTIMIZATION 푀푖푛푖푚푖푧푒 푇푂푇퐴퐿 퐶푂푆푇 = 푤푙푡 퐶푤푙푡 ∙ 푋푤푙푡 + 푒푙푡 퐶푒푙푡 ∙ 푋푒푙푡 + 퐵 ∙ 푤푒 푝푤푒 ∙ 푒푒 푝푒푒 ∙ 퐷 ∙ 푤푠푡 퐶푤푠푡 ∙ 푋푤푠푡푤푒,푒푒 + 푒푠푡 퐶푒푠푡 ∙ 푋푒푠푡푤푒,푒푒 + 퐵푊푤푒 + 퐵퐸푒푒 • Subject to: – Decision variables are binary – Savings are less than initial use (upper bound) – Mutually exclusive actions – Interdependence among actions 11
  • 12. Results: Adoption rate and water savings for long-term actions 12
  • 13. Results: Adoption rate and energy savings for water-related actions 13
  • 14. Results: When energy cost is included (respect the only-water scenario) 14 • Adoption rate: • Retrofit shower: +7.9% • Retrofit clotheswasher: +1.7% • Reduce shower length: +3.2% • … • Increased savings: • Indoor water savings: +24% • Energy savings: +30% • GHG savings: +53%
  • 15. Results: Demand function and elasticities 15
  • 16. Results: Own- and cross-price elasticities (averages) 16 • Water own-price elasticity Ɛww = -0.05 • Energy own-price elasticity Ɛee = -0.03 • Energy water-price elasticity Ɛew = -0.02 • Water energy-price elasticity Ɛwe = -0.004 • Own-price values are relatively low. • Water price affects energy consumption more than energy price affects water use. • Literature about cross-price elasticities reviewed: Only 1 paper!! Lars Garn Hansen (Land Economics, 1996) obtained a Ɛwe = -0.2, but none obtained Ɛew.
  • 17. UTILITY-SCALE HOURLY WATER-ENERGY SIMULATION MODEL • Based on a real data from EBMUD water utility. • We select a only a part that represents 27% of total EBMUD water use. • We want to simulate real operation to obtain results for different scenarios. 17
  • 18. EBMUD: Selected scheme of study WTP WWTP PP PP PP Leland Pop. ≈ 130,000 6,391 MG/year Elevation: 150 feet – 45 m Danville Pop. ≈ 75,000 3661 MG/year Elevation: 350 feet – 107 m San Ramon Pop. ≈ 150,000 7553 MG/year Elevation: 550 feet – 168 m Pardee and Camanche Reservoirs Total Supply: 17604 MG/year (out of 64868 MG/year) 18
  • 19. Assembling the model Water users Water utility 19 Total Annual Water Use Energy Utility Hourly water demand Hourly water supply Water-related energy GHG Emissions Shares of use by customer category Indoor vs. Outdoor Hourly distribution of end uses Irrigation Necessities (P-ET) Pumping and treatment patterns Water regulation Water treatment Pumping and distribution Wastewater treatment Water-related energy Regressions and pumping patterns End-uses energy intensity
  • 20. Some Results: Energy break down 20 • Annual water use: 17,604 MG/year • Annual energy use: 558,000 MWh/year • Energy Intensity: 31.7 MWh/MG • Water utility energy cost: $3,355,451
  • 21. Simulating scenarios 21 • Scenario 1: Residential optimal conservation • Annual water use: 16,541 MG/year (-6%) • Reduction Energy Use: 36,940 MWh/year (-6.6%) • Water utility energy savings: $115,493 (3.5%) • GHG savings: 7023 metric tons / year (93.5% residential and 6.5% Utility)
  • 22. Simulating scenarios 22 • Scenario 2: Peak shaving • Outdoor consumption shift to off-peak hours • The same water and energy use (but different hours) • Water utility energy savings: $51,023 (1.5%) • Energy utility benefits: ??? But some!
  • 23. TAKE HOME MESSAGES • Increased water (and water-related energy and GHG emissions) conservation when energy is included. • Most of water-related energy is from water heating in households. • There are gains for water and energy utilities working together. 23
  • 24. Thanks ;) ALVAR ESCRIVA-BOU alesbou@gmail.com @alesbou notjustwater.wordpress.com AGU 2014 FALL MEETING SAN FRANCISCO, DECEMBER 15TH 2014