Council archive · source document
F0002-AA007595-AAR-09-SMP · MCU14/0102.05
Attached to the e-mail Updated SW management plan MCU14/0102.05.
Project: Eumundi Noosa Road
Project No.: AA007595
Designer: KF
Date: 5/11/2014
Rational Method Calculations
Project Eumundi Noosa Road
Description Catchment 3 (Eastern Side) Post-Developed Discharge
Time of Concentration 5.0 minutes
Area of Catchment 0.47 Hectares
Fraction Impervious 0.9
Council Chart No.
15
Council Name
#N/A
ARI C value Rainfall Intensity Discharge (m3/s) Comments
(mm/hr)
3month 0.06 Write anything here
1 year 0.71 128.57 0.12 that is applicable to
the analysis
2 year 0.76 163.17 0.16
5 year 0.85 200.83 0.22
10 year 0.89 222.29 0.26
20 year 0.93 252.10 0.31
50 year 1.00 291.10 0.38
100 year 1.00 320.76 0.42
ARI vs Discharge
6.00
5.00
Discharge (cumecs)
4.00
3.00
2.00
1.00
0.00
0 10 20 30 40 50 60 70 80 90 100
ARI
All Calculations are based on QUDM methods Version 4/05
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