Hydrological Model (DRAINS) - Inputs and Outputs

APPENDICES APPENDIX A STUDY BRIEF APPENDIX B REVIEW OF MUDDY CREEK FLOOD STUDIES APPENDIX C ADDITIONAL FLOOD MODELLING, MUDDY CREEK CATCHMENT APPENDIX D ADDITIONAL FLOOD MODELLING, SPRING ST DRAIN CATCHMENT APPENDIX E LOCAL STORMWATER FLOOD MODELLING APPENDIX F ADOPTED 'DESIGN' FLOOD LEVELS APPENDIX G FLOOD DAMAGES ESTIMATE APPENDIX H ANALYSIS OF SELECTED OPTIONS, MUDDY CREEK CATCHMENT APPENDIX I ANALYSIS OF SELECTED OPTIONS, SPRING ST DRAIN CATCHMENT APPENDIX J COMMUNITY CONSULTATION APPENDIX K SOCIAL AND ECONOMIC EVALUATION Catchment Description Spring Street Drain The Spring Street Drain has a total catchment area of approximately 3.5 km2. The upper reaches of the catchment are in the suburbs of Rockdale and Bexley and are principally residential. It flows through a pipe network towards the Illawarra Railway Line. The railway line is raised above the natural ground level for a considerable distance either side of the main pipe network under the line which may restrict surface flows from the western side. Immediately east of the railway line the catchment comprises a Commercial area along Princes Highway and incorporates most-of the Rockdale City Centre. The pipe conduit network combines into an open concrete trapezoidal section at Short Street, Banksia. The section downstream is through a low level residential area built fairly close to the channel. As the channel continues past West Botany Street it flows through an open park area with some adjacent wetland areas. It eventually drains into the Cooks river at the confluence of the Cooks River with Muddy Creek. Muddy Creek The catchment area of Muddy Creek is about 5.6km2, its catchment area is heavily urbanised with a mixture of residential, commercial and industrial development, and it drains into the Cooks River near its entrance to Botany Bay. The residential development is mainly low density with some patches of medium to high density residential area consistent with urban consolidation. Muddy Creek consists of a formed concrete channel from the Cooks River upstream to Frys Reserve. There are a number of side channels, both open and piped, that laterally feed the trunk flows into the creek. Upstream of Frys Reserve the trunk drainage system divides into a number of drainage systems combining open concrete channels with piped sections. The section of Muddy Creek downstream of the Bestic Street bridge has been widened and dredged to form part of the lower Cooks River estuary. The tailwater level for Muddy Creek is controlled by the water level in the Cooks River. Scarborough Ponds has a catchment area of about 4 km2 and a stream length of about 3.4 km. There are three main ponds or wetlands, from England Street to President Avenue, from President Avenue to Barton Street, and downstream of Barton Street. The day-to-day water levels of each pond are controlled at the downstream end by weirs at President Avenue, Barton Street and the outlet structure at Florence Street. The Florence Street outlet structure connects the ponds to Botany Bay, allowing the tide to penetrate into the downstream ponds. The Florence Street culvert consists of triple 1350 mm diameter pipes. Development within the catchment is predominantly low to medium density residential development with localised commercial and industrial development. The areas adjacent to the ponds have been landscaped into open spaces suitable for passive recreational activities. Some residential development on the eastern side of the ponds comes very close to the ponds. Scarborough Ponds The existing culvert under the railway line at Frys Reserve produces a throttling of the flows and causes Frys Reserve to act as an on-line retarding basin. The adjacent Warialda Street is expected to be inundated in about a 20% AEP flood. Sydney Water has recently constructed a new bypass culvert under the railway line to alleviate the hazard of floodwater through the Hegarty Street underpass. The flood study examined flood behaviour for the

This folder contains the hydrologic and hydraulic models inputs files developed for the Cranebrook Overland Flow Flood Study

Final Report

Final Report

St Marys (Byrnes Creek) Catchment Floodplain Risk Management Study and Plan Hydraulic model input files including TUFLOW model

Paterson River Flood Study Report - Vol 2 APPENDIX C: Design Flood Mapping APPENDIX D: Preliminary Planning Maps with 20% Increase in Rainfall Intensity

RMA-2

Flood Planning Area; Flood Depth; Ground Grids; Flood Hazard; Flood Heights; Hydraulic Categories; Flood Velocity; SEPP Polygons.

Hydraulic Model Inputs (TUFLOW)