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Flood Investigation & Stormwater Quantity Management Plan
Attached to the e-mail Doonella Stage C (Email 4 of 7) IDAS Forms 1 & 6 and Flood Investigation - OPW14/0197.
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Log in to see the plans as drawnFlood Investigation & Stormwater Quantity Management Plan
Proposed Residential Development at Doonella - Stage C
B3: Mitigated Scenario WBNM Output
Note only Storms producing peak flows at site boundary presented.
#####START_QA_SUMMARY_FILE##############################################
C:\Working\Doonella\miti.wbn
Program run at 17:55 on 16 11 2011 (ddmmyy)
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wbnm.ifd
out_metafile= T
out_culverts= F
out_scourable= F
sum_catchments= T
sum_volumes= T
sum_outlet_structures= T
sum_local_structures= T
sum_subareas= F
sum_depths= F
sum_Qpeaks= T
sum_Tpeaks= T
sum_multiStorms= F
dbg_run= F
dbg_echo= F
dbg_edit= F
dbg_ifd= F
trig_flowmin= 5
#####START_PREAMBLE_BLOCK##########|###########|###########|###########|
Project Number: B09182.W
Project Description: Donella Stage C
WBNM for peak flow mitigation analysis
RUNFILE: C:\Working\Doonella\miti.wbn
DES Storm ARI (Env ARI): 2() 2() 2() 5() 5() 5() 10() 10()
10()
DES Burst Dura (Env Dura): 60() 90() 120() 60() 90() 120() 60() 90()
120()
Constructed using iWBNM_2006
Max 8 lines of text
#####END_PREAMBLE_BLOCK############|###########|###########|###########|
#####START_STATUS_BLOCK############|###########|###########|###########|
last edited on 16/11/2011 5:55:28 PM
by Matthew Starr
2003_V103
#####END_STATUS_BLOCK##############|###########|###########|###########|
#####START_DISPLAY_BLOCK###########|###########|###########|###########|
5175.6 1714.4 5400.6 897.2
none
0.0 0.0 0.0 0.0 0.0 0.0
#####END_DISPLAY_BLOCK#############|###########|###########|###########|
#####START_TOPOLOGY_BLOCK##########|###########|###########|###########|
12
A 5237.5 897.2 5175.6 967.3 B1
B1 5176.4 1040.2 5227.4 1098.0 Dodonaea
B09182.W-02A
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