Minnegang Creek Flood Study Report - Wollongong City Council

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Appendix AReferencesBureau of Meteorology (December 1994), Bulletin 53: The Estimation of Probable MaximumPrecipitation in Australia: Generalised Short - Duration Method, Australian Government PublishingService, CanberraConcrete Pipe Association of Australasia (1991), Hydraulics of Precast Concrete Conduits: Pipes and boxculverts, Concrete Pipe Association of Australasia, SydneyDanish Hydraulic Institute (1995), Mike 11 Version 3.11 User Manual, 1st Edition, Danish HydraulicInstituteDanish Hydraulic Institute (1998), Mike 11 Version 3.20 - numerical model, Danish Hydraulic InstituteFrench, Richard (1986), Open-channel hydraulics, McGraw Hill, New YorkHydrologic Engineering Center (1997), HEC-RAS River Analysis System, US Army Corps of Engineers,CaliforniaInstitution of Engineers (1987), Australian Rainfall and Runoff - A Guide to Flood Estimation, Institutionof Engineers, AustraliaKinhill (1993), Upper Narrara Creek Flood Study, prepared for Gosford City CouncilLawson and Treloar Pty Ltd (2000), Lake Illawarra Flood Study, Lawson and Treloar Pty Ltd, SydneyNew South Wales Government (January 2001), Floodplain Management Manual: the management offlood liable land, New South Wales Government.Verwey A (1994), Linkage of Physical and Numerical Aspects of Models Applied in EnvironmentalStudies in Selected papers - the use of one dimensional models in flood plain managementWP Software (January 1994), RAFTS-XP Runoff Analysis & Flow Training Simulation with XPGraphical Interface - User’s Manual, WP Software, ACTWP Software (1996), RAFTS-XP Runoff Analysis & Flow Training Simulation - numerical model, WPSoftware, ACTWP Software (January 1996), XP-RatHGL Rational Formula Hydrology and Hydraulic Grade LineIncorporating the EXPERT User Environment, WP Software, ACTWP Software (1997), XP-RatHGL Rational Formula Hydrology and Hydraulic Grade Line - computerprogram, WP Software, ACTWollongong City Council (1990, amended 9 March 2001), City of Wollongong Local EnvironmentalPlan 1990, Wollongong City Council, Wollongong.Wollongong City Council (1998), Drainage Design Code, Wollongong City Council, Wollongong.Wollongong City Council (2001), Conduit Blockage Policy, Wollongong City Council, Wollongong.SV8507-DO-001 Rev 2 A-118/10/02
Wollongong City Council (2001), Draft Development Control Plan - Managing Our Flood Risks,Wollongong City Council, WollongongSV8507-DO-001 Rev 2 A-218/10/02
Page 1 and 2:
Minnegang CreekFlood Study
Page 3:
© Kellogg Brown & Root Pty Ltd, 20
Page 6 and 7:
SummaryThis report presents the det
Page 8 and 9:
The RatHGL modelling indicated that
Page 10 and 11:
FIGURESSectionPageFigure 2-1 Catchm
Page 12 and 13:
ABBREVIATIONSAEPAHDARIAR&RDCPIFDLEP
Page 14 and 15:
2 Catchment DescriptionThe Minnegan
Page 16:
Figure 2.1CATCHMENT AND STUDY AREAM
Page 20 and 21:
Illawarra Flood Study investigated
Page 23 and 24: The catchment was divided into 64 s
Page 25 and 26: To determine the peak flow from the
Page 27 and 28: 5 Hydraulic Modelling5.1 INTRODUCTI
Page 29: Table 5-1 MIKE 11 river branchesBra
Page 32 and 33: elationship that is determined from
Page 34 and 35: interaction between the numerical m
Page 36 and 37: significantly affected since the ex
Page 38 and 39: Since Points A and B correspond to
Page 41 and 42: 5.9 MODEL SENSITIVITY ANALYSESSensi
Page 43 and 44: 555053.09RANCHBY AVEElevation (m AH
Page 45 and 46: Creek and pass directly over Northc
Page 47: 5.12.4 Overland flow pathsAs discus
Page 50 and 51: Table 6-1 Peak design dischargesBra
Page 52 and 53: 55.050.0PMF Flood Level1% AEP Flood
Page 58 and 59: 1% AEP velocities and flow distribu
Page 60 and 61: 2524.52423.5RL (m)231% AEP velociti
Page 62 and 63: RL (m)3433.53332.53231.53130.53029.
Page 64 and 65: Figure 5-6.Table 6-2 Piped drainage
Page 66 and 67: that handrails above these structur
Page 68 and 69: flooding within the catchment are n
Page 70 and 71: 35.01% AEP flood level - blocked ca
Page 72 and 73: 20.01% AEP flood level - blocked ca
Page 76 and 77: Appendix BGLOSSARYSV8507-DO-001 Rev
Page 78 and 79: hydraulicshydrographhydrologyMIKE 1
Page 80 and 81: Appendix CHistorical Flood DataRECO
Page 82 and 83: Time Rain(mm)Time Rain(mm)Time Rain
Page 85 and 86: Appendix DRAFTS HYDROLOGIC MODELSV8
Page 87 and 88: MHE .5359 .3573 12.10 12.10 5.000 1
Page 89 and 90: Mannings n 0.025 0.025 0.025 0.025
Page 91 and 92: Mannings n 0.025 0.025 0.025 0.025
Page 93 and 94: MH94 67.500 15.00 1.500 2.500 .0000
Page 95 and 96: Appendix EMIKE 11 HYDRAULIC MODELSV
Page 97 and 98: EXIST ; DENISE2 ; 0.005; 0.133; 100
Page 99 and 100: 22.40; 88.40;23.30; 100.00;25.10; 1
Page 101 and 102: 27.26; 128.96;27.43; 137.64;28.08;
Page 103 and 104: 1; 1.250;0;1.800; 1.250; 0.000; 0.0
Page 105 and 106: PIPE_10; 0.108; EXIST;57.000; 159.0
Page 107 and 108: Appendix FMIKE11 RESULTS SUMMARYThi
Page 109 and 110: BRANCH CHAINAGE PMF 1% AEP 2% AEP 5
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Minnegang Creek Flood Study Report - Wollongong City Council

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