TY - JOUR
T1 - Linear vs. non-linear regional flood estimation models in New South Wales, Australia
AU - Afrin, Nilufa
AU - Rafi, Ridwan S.M.H.
AU - Haddad, Khaled
AU - Rahman, Ataur
PY - 2025/7
Y1 - 2025/7
N2 - This study aimed to compare linear and non-linear regional flood frequency analysis (RFFA) models where streamflow data of 88 catchments of New South Wales (NSW), Australia, were utilized. The Quantile Regression Technique (QRT) was selected as the linear model and an Artificial Neural Network (ANN) as the non-linear model. Six different flood quantiles were considered, which are annual exceedance probabilities of 1 in 2 (Q2), 1 in 5 (Q5), 1 in 10 (Q10), 1 in 20 (Q20), 1 in 50 (Q50), and 1 in 100 (Q100). The selected two RFFA models were compared using a split-sample validation technique (70% data for training and 30% data for testing) and several statistical indices like relative error (RE), absolute median relative error (REr), bias, the median ratio of the predicted and observed flood quantiles (Qr), and the root mean square error (RMSE). The ANN model exhibited smaller bias values for Q2, Q5, Q20, and Q50 and smaller Qr values for Q10, Q20, and Q50. The REr values for the ANN model were found to be lower for smaller return periods (Q2, Q5, and Q10). The overall REr value considering all six AEPs for the ANN model is 35%, which is 37% for the QRT model. The results of this study could assist to select a suitable RFFA technique for design application in the study area.
AB - This study aimed to compare linear and non-linear regional flood frequency analysis (RFFA) models where streamflow data of 88 catchments of New South Wales (NSW), Australia, were utilized. The Quantile Regression Technique (QRT) was selected as the linear model and an Artificial Neural Network (ANN) as the non-linear model. Six different flood quantiles were considered, which are annual exceedance probabilities of 1 in 2 (Q2), 1 in 5 (Q5), 1 in 10 (Q10), 1 in 20 (Q20), 1 in 50 (Q50), and 1 in 100 (Q100). The selected two RFFA models were compared using a split-sample validation technique (70% data for training and 30% data for testing) and several statistical indices like relative error (RE), absolute median relative error (REr), bias, the median ratio of the predicted and observed flood quantiles (Qr), and the root mean square error (RMSE). The ANN model exhibited smaller bias values for Q2, Q5, Q20, and Q50 and smaller Qr values for Q10, Q20, and Q50. The REr values for the ANN model were found to be lower for smaller return periods (Q2, Q5, and Q10). The overall REr value considering all six AEPs for the ANN model is 35%, which is 37% for the QRT model. The results of this study could assist to select a suitable RFFA technique for design application in the study area.
KW - ANN
KW - Australian rainfall and runoff (ARR)
KW - floods
KW - regional floods
KW - ungauged catchments
UR - http://www.scopus.com/inward/record.url?scp=105010274398&partnerID=8YFLogxK
U2 - 10.3390/w17131845
DO - 10.3390/w17131845
M3 - Article
AN - SCOPUS:105010274398
SN - 2073-4441
VL - 17
JO - Water (Switzerland)
JF - Water (Switzerland)
IS - 13
M1 - 1845
ER -