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B07056.W-01A Complete - Stormwater [As Published] · 132007.2398
Appendix E
Rainwater Tank Sizing
Filename: H:\B07\050-099\B07056 - RSL Care Cooroy.WW\Misc\Water Balance\MS_071018\[Rainwater Tank Usage - South S3 - MS 071019.xls]Data E
Date: 22/10/2007
By: MS
Note: Water Balance model for Southern Tank area
Southern Catchment
Model Start Date Domestic Usage Variables
Start Year 1928 Equivalent Persons (EP) 129
Start Month 1 Daily EP Consumption (L/EP/day) 240
Start Day 1 Daily Household Use (L/day) 30960
RWT Usage
Roof Details Breakdown of Domestic Use % RWT Use (L/day)
Roof Area (m2) 14425 External 30% y 9288
% of Roof Draining to Tank 100% Toilets 20% y 6192
Coefficient of Runoff 0.9 Laundry 15% y 4644
1st Flush Depth (mm) 0.3 Hot Water 20% 0
Kitchen / Bathroom 15% 0
Rainwater Tank Details TOTAL RWT Use 100% 20124
Tank Volume (L) 350000 Mains Usage (L/day) 10836
Dead Storage (L) 17500
Min Storage (L) 20124 Landscaping Water Usage Details
Start Storage (L) 175000 Irrigation Rate (mm/m2/week) 25
Irrigation Rate (mm/m2/day) 3.57
Irrigation Area (m2) 6430
Daily Irrigation Volume (L) 22964
Results
Average Yearly Rainfall (mm) 1576 External Use Variable
Average Yearly Runoff (ML) 20.47 Option 1 Always On y
Average Yearly Rainwater Usage (ML 9.22 Option 2 Off when Raining
Option 3 Off when Storage is Too Low
Average Rainwater Supply Option 4 Off when Raining or Storage is Too Low
as % of Demand 58% Option 5 Always Off
!st Flush
2%
Landscape Use
23% Domestic Use
22%
Overflow
53%
H:\B07\050-099\B07056 - RSL Care Cooroy.WW\Misc\Water Balance\MS_071018\Rainwater Tank Usage - South S3 - MS 071019
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