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From Flood Data Portal Wyong River Catchment Floodplain Risk Management Study & Plan Report
The following report forms the Floodplain Risk Management Study and Plan for the Wyong River Catchment. The report is presented in two volumes: Volume 1 (this document) contains... -
From Flood Data Portal Wamberal Lagoon Flood Study
Wamberal Lagoon is a small coastal lagoon within the Gosford City and Wyong Council Local Government areas (Figure 1). The lagoon has a surface area of approximately 0.5 square... -
From Flood Data Portal Cockrone Lagoon Floodplain Management Plan
The Floodplain Management Plan divides the Cockrone Lagoon area into six precincts: Cockrone Lagoon - Beach Berm High Hazard Floodway/Investigation Cockrone Lagoon - Entrance... -
From Flood Data Portal Avoca Lagoon Floodplain Management Study
Avoca Lagoon is the largest of the four coastal lagoons within Gosford. The lagoon has a cruciform shape with a surface area of 97.5 hectares and average depth of 1.3 metres.... -
From Flood Data Portal Gosford Coastal Lagoons Flood Studies Comparison of Opening Procedure Avoca and Cockrone Lagoons
Storage Volumes: The modelling showed that the approach developed for Terrigal and Wamberal Lagoons could be satisfactorily applied to Avoca Lagoon for the opening of 14... -
From Flood Data Portal Avoca Lagoon Floodplain Management Plan
Seven flooding precincts have been identified around the lagoon foreshore. These have been sub-divided into four management areas. These management areas have been classified... -
From Flood Data Portal Review of Lagoon Entrance Modelling for Flood Studies
Separate Flood studies have been undertaken for four coastal lagoons in the Gosford area, that is, Avoca, Cockrone, Terrigal and Wamberal Lagoons. Different analytical... -
From Flood Data Portal Wallarah Creek Catchment Floodplain Risk Management Study & Plan - Reports
Data includes: * Volume 1 - Report Text and Appendicies * Volume 2 - Figures * Volume 1 - MS word version * Individual Figures * Low Resolution Report -
From Flood Data Portal Wyong River Catchment Floodplain Risk Management Study & Plan GIS Outputs
Spatial outputs from FRMS & P -
From Flood Data Portal Ourimbah Creek Floodplain Risk Management Study & Plan Report
The Ourimbah Creek Floodplain Risk Management Plan has been prepared for the Central Coast Council in accordance with the NSW Government’s Floodplain Development Manual 2005... -
From Flood Data Portal Tuggerah Lakes Flood Study
The primary objective of the flood study is to provide Council with design flood levels for Tuggerah Lakes. A second objective, to provide a flood forecasting capability, is... -
From Flood Data Portal Green Point Creek, Pearl Beach Floodplain Management Study
The Green Point Creek system has been divided into component areas for application of a floodplain management plan. The component areas, illustrated on Figure 13, cover:... -
From Flood Data Portal Cockrone Lagoon Floodplain Management Study
Cockrone Lagoon study outlines existing flood behaviour, environmental and planning considerations, flood damages assessment, flood plain management options and their impacts,... -
From Flood Data Portal Cockrone Lagoon Flood Study
Flood study centres around the opening of Cockrone Lagoon to the ocean when the water level exceeds the let-out-level of RL2.476m AHD. The policy is aimed at minimising the... -
From Flood Data Portal Terrigal Lagoon Flood Study - Report
Complete report -
From Flood Data Portal Hydraulics - Wyong FRMS&P
Contains all TUFLOW model input and model output files for existing as well as flood mitigation model runs -
From Flood Data Portal Flood Damages - Wyong FRMS&P
TUFLOW hydraylic models for caclulating flood damages -
From Flood Data Portal waterRIDE - Wyong FRMS&P
Contains the model outputs in WaterRIDE format for each flood simulation completed. -
From Flood Data Portal Readme
Plan Deliverables Readme -
From Flood Data Portal Hydrology
Contains all XP-RAFTS model input and model output files for existing as well as select flood mitigation model runs. The XP-RAFTS model is unchanged relative to the flood study.