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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 - RAC R1 - MS 071019.xls]Data En
Date: 22/10/2007
By: MS
Note: Water Balance model for RAC Tank area
RAC Catchment
Model Start Date Domestic Usage Variables
Start Year 1928 Equivalent Persons (EP) 120
Start Month 1 Daily EP Consumption (L/EP/day) 180
Start Day 1 Daily Household Use (L/day) 21600
RWT Usage
Roof Details Breakdown of Domestic Use % RWT Use (L/day)
Roof Area (m2) 3779 External 30% 0
% of Roof Draining to Tank 100% Toilets 20% y 4320
Coefficient of Runoff 0.9 Laundry 15% y 3240
1st Flush Depth (mm) 0.3 Hot Water 20% 0
Kitchen / Bathroom 15% 0
Rainwater Tank Details TOTAL RWT Use 100% 7560
Tank Volume (L) 50000 Mains Usage (L/day) 14040
Dead Storage (L) 2500
Min Storage (L) 7560 Landscaping Water Usage Details
Start Storage (L) 25000 Irrigation Rate (mm/m2/week) 0
Irrigation Rate (mm/m2/day) 0.00
Irrigation Area (m2) 0
Daily Irrigation Volume (L) 0
Results
Average Yearly Rainfall (mm) 1576 External Use Variable
Average Yearly Runoff (ML) 5.36 Option 1 Always On
Average Yearly Rainwater Usage (ML 1.71 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 22% Option 5 Always Off y
!st Flush
2%
Domestic Use
32%
Overflow
66%
H:\B07\050-099\B07056 - RSL Care Cooroy.WW\Misc\Water Balance\MS_071018\Rainwater Tank Usage - RAC R1 - MS 071019
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