Estimation of large to rare floods is imperative in planning and designing large hydraulic structures. Due to the limited availability of observed flood data, the estimation of large to rare flood frequencies requires significant extrapolation beyond the available flood and rainfall data. Notable methods for estimation of large to rare floods include rainfall-runoff models and empirical approaches. This paper presents the further development of a simple Large Flood Regionalisation Model (LFRM) based on observed flood data which in practice will be relatively easier to apply. The LFRM assumes that the maximum observed flood data over a large number of sites in a region can be pooled together by accounting for the at-site variations in the me...
Regional flood frequency analysis (RFFA) methods are used to estimate design floods in ungauged catc...
A major portion of Australia’s population, infrastructure, and industry is located in flood-prone ar...
Flood estimates at ungauged catchments are generally associated with a high degree of uncertainty. F...
Estimation of large to rare floods is important in the planning and design of large hydraulic struct...
Estimation of large to rare floods is important in the planning and design of large hydraulic struct...
Estimation of large floods is imperative in planning and designing large hydraulic structures. Due t...
Estimation of large to rare floods is needed in the design of major water infrastructure such as lar...
Estimation of large to extreme floods in the range of 100 years return periods to probable maximum f...
Design flood estimation in the range of frequent to medium (2 – 100 years) and large to rare (greate...
This paper presents the regional flood estimation model being developed for the 4th edition of Austr...
As part of the on-going revision of Australian Rainfall and Runoff, various regional flood estimatio...
Regional flood estimation methods are used for estimation of design floods in ungauged catchments, w...
As part of the Australian Rainfall and Runoff (ARR) upgrade, Project 5 focuses on the development of...
As part of the Australian Rainfall and Runoff (ARR) upgrade, Project 5 focuses on the development of...
A new regional flood frequency estimation (RFFE) model for Australia has been developed as a part of...
Regional flood frequency analysis (RFFA) methods are used to estimate design floods in ungauged catc...
A major portion of Australia’s population, infrastructure, and industry is located in flood-prone ar...
Flood estimates at ungauged catchments are generally associated with a high degree of uncertainty. F...
Estimation of large to rare floods is important in the planning and design of large hydraulic struct...
Estimation of large to rare floods is important in the planning and design of large hydraulic struct...
Estimation of large floods is imperative in planning and designing large hydraulic structures. Due t...
Estimation of large to rare floods is needed in the design of major water infrastructure such as lar...
Estimation of large to extreme floods in the range of 100 years return periods to probable maximum f...
Design flood estimation in the range of frequent to medium (2 – 100 years) and large to rare (greate...
This paper presents the regional flood estimation model being developed for the 4th edition of Austr...
As part of the on-going revision of Australian Rainfall and Runoff, various regional flood estimatio...
Regional flood estimation methods are used for estimation of design floods in ungauged catchments, w...
As part of the Australian Rainfall and Runoff (ARR) upgrade, Project 5 focuses on the development of...
As part of the Australian Rainfall and Runoff (ARR) upgrade, Project 5 focuses on the development of...
A new regional flood frequency estimation (RFFE) model for Australia has been developed as a part of...
Regional flood frequency analysis (RFFA) methods are used to estimate design floods in ungauged catc...
A major portion of Australia’s population, infrastructure, and industry is located in flood-prone ar...
Flood estimates at ungauged catchments are generally associated with a high degree of uncertainty. F...