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12. APP G. Stormwater Management Plan
Attached to the e-mail MCU14/0102 Development application Part 3 of 4 App G Stormwater Management Plan.
Original PDF page 40, section 1. The text section number identifies this passage in the reader.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn Project: Eumundi Noosa Road
Project No.: AA007595
Designer: KF
Date: 5/11/2014
Rational Method Calculations
Project Eumundi Noosa Road
Description Catchment 2 (Western Side) Pre-Developed Discharge
Time of Concentration 5.0 minutes
Area of Catchment 0.26 Hectares
Fraction Impervious 1
Council Chart No.
15
Council Name
#N/A
ARI C value Rainfall Intensity Discharge (m3/s) Comments
(mm/hr)
3month 0.03 Write anything here
1 year 0.72 128.57 0.07 that is applicable to
the analysis
2 year 0.77 163.17 0.09
5 year 0.86 200.83 0.12
10 year 0.90 222.29 0.14
20 year 0.95 252.10 0.17
50 year 1.00 291.10 0.21
100 year 1.00 320.76 0.23
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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