Estimation of design flood in ungauged catchments is a common problem in hydrology. Methods commonly adopted for this task are limited to peak flow estimation, e.g. index flood, rational and regression-based methods. To estimate complete design hydrograph, rainfall-runoff modelling is preferred. The currently recommended method in Australia known as Design Event Approach (DEA) has some serious limitations since it ignores the probabilistic nature of principal model inputs (such as temporal patterns (TP) and initial loss) except for design rainfall depth. A more holistic approach such as Joint Probability Approach (JPA)/Monte Carlo Simulation Technique (MCST) can overcome some of the limitations associated with the DEA. Although JPA/MCST has...
Rainfall, in terms of its intensity, duration and temporal patterns, known as design rainfall, is th...
Regional flood estimation methods are used for estimation of design floods in ungauged catchments, w...
The traditional rainfall-runoff modelling based on the Design Event Approach has some serious limita...
The Design Event Approach (DEA), the recommended rainfall-based design flood estimation method in Au...
Design of water infrastructure projects such as bridge and embankment require design flood estimatio...
In Australian Rainfall and Runoff (ARR) 1987, the recommended rainfall-based Design Event Approach (...
Design flood estimation is often required in hydrologic practice. For catchments with sufficient str...
Joint Probability Approach to design flood estimation can overcome some of the limitations associate...
The currently adopted rainfall-based design flood estimation method in Australia, known as design ev...
This thesis develops a regionalised Enhanced Monte Carlo Simulation Technique (EMCST) for eastern NS...
Design flood estimation is often required in hydrological design, floodplain management and soil con...
In Australia, for design flood estimation there has been a move to the use of Joint Probability Appr...
In recent years, there have been significant researches in Australia on the development and applicat...
The Design Event Approach is currently recommended rainfall-based flood estimation method in Austral...
Flooding is one of the worst natural disasters that cause notable loss of lives and economic damage ...
Rainfall, in terms of its intensity, duration and temporal patterns, known as design rainfall, is th...
Regional flood estimation methods are used for estimation of design floods in ungauged catchments, w...
The traditional rainfall-runoff modelling based on the Design Event Approach has some serious limita...
The Design Event Approach (DEA), the recommended rainfall-based design flood estimation method in Au...
Design of water infrastructure projects such as bridge and embankment require design flood estimatio...
In Australian Rainfall and Runoff (ARR) 1987, the recommended rainfall-based Design Event Approach (...
Design flood estimation is often required in hydrologic practice. For catchments with sufficient str...
Joint Probability Approach to design flood estimation can overcome some of the limitations associate...
The currently adopted rainfall-based design flood estimation method in Australia, known as design ev...
This thesis develops a regionalised Enhanced Monte Carlo Simulation Technique (EMCST) for eastern NS...
Design flood estimation is often required in hydrological design, floodplain management and soil con...
In Australia, for design flood estimation there has been a move to the use of Joint Probability Appr...
In recent years, there have been significant researches in Australia on the development and applicat...
The Design Event Approach is currently recommended rainfall-based flood estimation method in Austral...
Flooding is one of the worst natural disasters that cause notable loss of lives and economic damage ...
Rainfall, in terms of its intensity, duration and temporal patterns, known as design rainfall, is th...
Regional flood estimation methods are used for estimation of design floods in ungauged catchments, w...
The traditional rainfall-runoff modelling based on the Design Event Approach has some serious limita...