1. Community Solar Farm And Smart Metering Projects Community Solar Farm And Smart Metering Projects

2. 1.Partnership between DEEDI and WBWC to build first community solar farm in Queensland. 2.Hoped to have had it constructed by this conference but some delays in tendering. 3.Successful technical partner announced last week - Ingenero. Community Solar Farm

3. 1.2.7Mill project funded by the State Government under clean energy initiatives 2.Construction to be completed by March 2012 3.400KW 4.1584 individual solar panels 5.Area of the farm – 2600 meters square 6.Generation Capacity – 630 megawatt hours annually 7.Power for 100 homes 8.Annual income returned to the community via WBWC. Technical Details

4. 1.Greenhouse gas emission offsett – 600 tonnes 2.Part of Corporate Strategy to be carbon neutral. 3.Potentially to be expanded through community investment in the future. 4.Based on models from Europe – Spain 5.Potential to move to a more cost effective – Feed In Tarriff Technical Details

5. 1.Government also investing $1.3M in solar for the Hervey Bay Hospital 2.Construction to be completed by March 2012 3.Potentially to be expanded through community investment in the future. 4.Based on models from Europe – Spain 5.Potential to move to a more cost effective – Feed In Tarriff 6.The current policy environment sees risky household systems heavily subsidised this can potentially be a way to enhance well managed solar that the community can invest in. Technical Details

6. Smart Metering in Hervey Bay Automated Meter Reading Logging hourly water use Radio transmitter mounted on water meters Vehicle-mounted or hand-held data receivers Meter readings sent by radio signal from meter to receiver The logger can record a meter reading every minute or every hour of the day.

7. Key Objectives 1.Disaggregate annual peak demand into average usage volumes per hour 2.Determine the percentage of hourly usage that is most price responsive 3.Given that there is significant proportion of price responsive water use, construct a suitable TOUT that would target that usage.

8. Key Outcomes Literature Review 1.Indoor use is predominately price in-elastic 2.Outdoor water use is discretionary and affected by pricing and other interventions.

9. All connections included in the study–residential and commercial breakdown DMADMA 4DMA 10DMA 21DMA 36 Residential1412440695337 Commercial16700102 Number of connections included in this study DMA DMA 4 DMA 10 DMA 21 DMA 36 Number of connections included1579440695439 Research Sample

10. YearMonthDateHourW07011575W07011586W07011596W07011599 20087100000 711100 0 20087120000 7130000 71400080 2008715000100 20087163001800 200871710 4010 2008718020 90 200871900020 200871100080100 2008711100090 2008711201030130 20087113010800 2008711401000 20087115002010 200871160100160 20087117010700 200871182000120 200871192001030 20087120010040 2008712170010 20087122010200 2008712300100 Customer Hourly Profile Data

12. Assumptions of usage type based on volume used Potential uses for water at various volumes per hour 10-100 litres>100<=300 litres>300<=600 litres>600 litres Toilet flush Outdoor use Personal hygiene (washing hands etc) Multiples or combinations of types Cooking/drinkingShower/bathWashing machine Shower/bathCooking/drinkingDishwashing Shower/bath Washing machine Cooking/drinking Multiples or combinations of types Toilet flush Outdoor use Personal hygiene (washing hands etc) All the above

13. 300 – 600L/hr 10 – 100L/hr 100 – 300L/hr 10 – 100L/hr > 600L/hr New Knowledge

14. Seasonal Influences Table 28: Top 100 users for all connections 1 July 2008 to 30 June 2009

16. The Annual Maximum Peak Hour (Components by Flow) Annual Peak Hour Consumption 29 December 2008 7:00 pm to 8:00 pm Litres/HourSingle residentialMulti-residentialCommercial Annual Peak Hour Consumption <=10035 5404 3002 500 Annual Peak Hour Consumption >100<=30040 6803 8904 450 Annual Peak Hour Consumption >300<=60049 9402903 220 Annual Peak Hour Consumption >600100 39081019 330 Total Annual Peak Hour Consumption226 50011 80029 500 Table 39: Annual maximum peak hour consumption by property type and volume range

17. The Annual Maximum Peak Hour (No. of Properties and Flows) Break down of connections with consumption during annual peak hour Single residential Multi- residentialCommercial All connection Number of connections >24943902693153 Connections with consumption <=100 lts/hour1147149541350 Connections with consumption >100<=300 lts/hour2272421272 Connections with consumption >300<=600 lts/hour11277126 Connections with consumption >600 lts/hour10519115 Total connections with consumption1591181911863 Percentage of connections63.7946.4133.8359.09 Table 44: Breakdown of connections with recorded consumption during the annual peak hour

18. The Annual Maximum Peak Hour (Volumes by Property Type) Table 28: Top 100 users for all connections 1 July 2008 to 30 June 2009 Property type Single residential (litres) Multi- occupancy (litres) Commercial (litres) Annual peak hour consumption 226 50011 800 29 500 Average morning peak hour consumption 108 00011 000 25 500 Average evening peak hour consumption 101 000 7 750

19. Key Messages The Annual Maximum Peak Hour annual peak hour consumption is 92.63 per cent higher than the average daily (morning) peak consumption 56.12 % of total annual peak hour consumption is single residential consumption greater than 300 litres per hour only 105 out of 2884 single residential connections registered consumption more than 600 litres during the annual peak hour; 37.48 per cent of total annual peak hour consumption is single residential consumption greater than 600 litres per hour

21. The Annual Maximum Peak Hour And Its Impact on Infrastructure 10 year capital program has the following allocations: $35M Trunk/Mains Infrastructure – Peak Hour $1.4M Pumping to Distribution – Consumption volume $38M Headworks (Source and Treatment) – Weekly, Month, Peak Hour, Overall demand Unless you translate the reduction in peak demand by a peak demand tariff into changes in infrastructure design standards you will not realize the capital savings available. Also it is strongly possible that that the industry has not leveraged the benefit of all the existing demand management work. (i.e leakage, drought, changing stock of products) This is a leadership action which NWC should take forward. Table 39: Annual maximum peak hour consumption by property type and volume range

22. Core Message If the Water Industry can develop programs To target Peak Demand then significant capital savings are possible