YASS VALLEY COUNCIL MURRUMBATEMAN, BOWNING, BOOKHAM AND BINALONG FLOOD STUDY AUGUST 2020 Job No: ES454 Date: August 2020 Principal: SAB File: MBBBFS_V1_Report [Rev 1.3].doc Rev No: 1.3 Author: SAB/TDR COPYRIGHT NOTICE This document, Murrumbateman, Bowning, Bookham and Binalong Flood Study 2020, is licensed under the Creative Commons Attribution 4.0 Licence, unless otherwise indicated. Please give attribution to: © Yass Valley Council 2020 We also request that you observe and retain any notices that may accompany this material as part of the attribution. Notice Identifying Other Material and/or Rights in this Publication: The author of this document has taken steps to both identify third-party material and secure permission for its reproduction and reuse. However, please note that where these third-party materials are not licensed under a Creative Commons licence, or similar terms of use, you should obtain permission from the rights holder to reuse their material beyond the ways you are permitted to use them under the Copyright Act 1968. Please see the Table of References at the rear of this document for a list identifying other material and/or rights in this document. Further Information For further information about the copyright in this document, please contact: Yass Valley Council 209 Comur Street, Yass [email protected] +61 2 6226 1477 DISCLAIMER The Creative Commons Attribution 4.0 Licence contains a Disclaimer of Warranties and Limitation of Liability. In addition: This document (and its associated data or other collateral materials, if any, collectively referred to herein as the ‘document’) were produced by Lyall & Associates Consulting Water Engineers for Yass Valley Council only. The views expressed in the document are those of the author(s) alone, and do not necessarily represent the views of Yass Valley Council. Reuse of this study or its associated data by anyone for any other purpose could result in error and/or loss. You should obtain professional advice before making decisions based upon the contents of this document. Murrumbateman, Bowning, Bookham and Binalong Flood Study FOREWORD The NSW State Government’s Flood Prone Land Policy is directed at providing solutions to existing flooding problems in developed areas and to ensuring that new development is compatible with the flood hazard and does not create additional flooding problems in other areas. Under the Policy, the management of flood liable land remains the responsibility of local government. The State subsidises flood mitigation works to alleviate existing problems and provides specialist technical advice to assist councils in the discharge of their floodplain management responsibilities. The Policy provides for technical and financial support by the Government through the following four sequential stages: 1. Flood Study Determines the nature and extent of flooding. 2. Floodplain Risk Management Study Evaluates management options for the floodplain in respect of both existing and proposed development. 3. Floodplain Risk Management Plan Involves formal adoption by Council of a plan of management for the floodplain. 4. Implementation of the Plan Construction of flood mitigation works to protect existing development. Use of Local Environmental Plans to ensure new development is compatible with the flood hazard. Improvements to flood emergency management measures. The Murrumbateman, Bowning, Bookham and Binalong Flood Study is jointly funded by Yass Valley Council and the NSW Government, via the Department of Planning, Industry and Environment. The Flood Study constitutes the first and second stage of the Floodplain Risk Management process (refer over) for this area and has been prepared for Yass Valley Council to define flood behaviour under current conditions. ACKNOWLEDGEMENT Yass Valley Council has prepared this document with financial assistance from the NSW Government through its Floodplain Management Program. This document does not necessarily represent the opinions of the NSW Government or the Department of Planning, Industry and Environment. MBBBFS_V1_Report [Rev 1.3].doc i Lyall & Associates August 2020 Rev. 1.3 Murrumbateman, Bowning, Bookham and Binalong Flood Study FLOODPLAIN RISK MANAGEMENT PROCESS Established by Yass Valley Council, and Yass Floodplain Risk includes community groups and State Management Committee Agency specialists Technical Sub-Committee Implementation Data Collection Flood Study Floodplain Risk Floodplain Risk of Plan (in progress) (in progress) Manage ment Management (future activity) Study Plan (future activity) (future activity) Involves the compilation Involves detailed The Floodplain Risk Preferred floodplain Implementation of the Plan of existing data and the hydrologic and hydraulic Management Study will management options will will allow Council to reduce collection of additional modelling of the existing determine options which be publicly exhibited and the impact of flooding on data. stormwater drainage will seek to reduce the the responses from the the community through system at impact of flooding on the community incorporated flood, property, and Murrumbateman, community in in the Plan. The Plan will response modification Bowning, Bookham and consideration of social, then be formally measures. The measures Binalong. ecological and economic approved by Council may include structural factors. following the public works, planning controls, exhibition period. flood warnings, flood readiness and response plans, ongoing data collection and monitoring. MBBBFS_V1_Report [Rev 1.3].doc ii Lyall & Associates August 2020 Rev. 1.3 Murrumbateman, Bowning, Bookham and Binalong Flood Study TABLE OF CONTENTS Page No. SUMMARY ............................................................................................................................... S1 1 INTRODUCTION ............................................................................................................. 1 1.1 Study Background ............................................................................................... 1 1.2 Community Consultation and Available Data ........................................................ 1 1.3 Previous Investigations ........................................................................................ 2 1.4 Layout of Report .................................................................................................. 2 2 BACKGROUND INFORMATION ..................................................................................... 4 2.1 Catchment Description ........................................................................................ 4 2.1.1. General ................................................................................................... 4 2.1.2. Murrumbateman ...................................................................................... 4 2.1.3. Bowning .................................................................................................. 5 2.1.4. Bookham ................................................................................................. 5 2.1.5. Binalong .................................................................................................. 6 2.2 Flood History and Analysis of Historic Rainfall ..................................................... 6 2.2.1. General ................................................................................................... 6 2.2.2. February 2010 Storm Event ..................................................................... 7 2.2.3. September 2016 Storm Event .................................................................. 8 3 HYDROLOGIC MODEL DEVELOPMENT AND CALIBRATION ..................................... 14 3.1 Hydrologic Modelling Approach ......................................................................... 14 3.2 Hydrologic Model Layout ................................................................................... 14 3.3 Hydrologic Model Testing .................................................................................. 15 3.3.1. General ................................................................................................. 15 3.3.2. Hydrologic Model Parameters ................................................................ 15 3.3.3. Application of Historic Rainfall to the Hydrologic Model .......................... 17 3.3.4. Results of Model Testing ....................................................................... 17 4 HYDRAULIC MODEL DEVELOPMENT AND CALIBRATION ........................................ 18 4.1 General ............................................................................................................. 18 4.2 The TUFLOW Modelling Approach .................................................................... 18 4.3 TUFLOW Model Setup ....................................................................................... 18 4.3.1. Model Structure ..................................................................................... 18 4.3.2. Two-dimensional Model Domain ............................................................ 19 4.3.3. One-dimensional Model Elements.......................................................... 19 4.3.4. Model Parameters ................................................................................. 20 4.4 Model Boundary Conditions ............................................................................... 21 4.5 Hydraulic Model Calibration ..............................................................................