TY - JOUR
T1 - Variable input parameter influence on river corridor prediction
AU - Zerfu, Tegenu
AU - Beevers, Lindsay Catherine
AU - Crosato, Alessandra
AU - Wright, Nigel
N1 - "The research results from the collaboration of between UNESCO-IHE and WATERPASS. The authors wish to thank Dr. Ioana Popescu and Dr. Solomon Dagachew for their technical support, Dr. Eric Mosselman for the discussions and Eden Vale Young Associates for obtaining the original data."
PY - 2015/5
Y1 - 2015/5
N2 - This paper considers the erodible river corridor, which is the area in which the main river channel is free to migrate over a period of time. Due to growing anthropogenic pressure, predicting the corridor width has become increasingly important for the planning of development along rivers. Several approaches can be used to predict the future erodible corridor width but the results possess a large degree of uncertainty in all cases. The work presented here addresses prediction of the erodible corridor width of a reach of the River Irwell, UK, taking into account the uncertainty that arises from input parameters such as representative discharge, channel width, sediment and so on. The work adopts a probabilistic framework for assessment using Monte Carlo type simulations. Future river corridor width predictions, based on a model calibrated on past observations, are presented in a probabilistic manner using confidence levels. The results indicate the necessity of capturing input variability in the modelling process. Furthermore, the understanding gained from a relatively simple model used in a probabilistic framework is greater than a more complex one where only a few runs are feasible.
AB - This paper considers the erodible river corridor, which is the area in which the main river channel is free to migrate over a period of time. Due to growing anthropogenic pressure, predicting the corridor width has become increasingly important for the planning of development along rivers. Several approaches can be used to predict the future erodible corridor width but the results possess a large degree of uncertainty in all cases. The work presented here addresses prediction of the erodible corridor width of a reach of the River Irwell, UK, taking into account the uncertainty that arises from input parameters such as representative discharge, channel width, sediment and so on. The work adopts a probabilistic framework for assessment using Monte Carlo type simulations. Future river corridor width predictions, based on a model calibrated on past observations, are presented in a probabilistic manner using confidence levels. The results indicate the necessity of capturing input variability in the modelling process. Furthermore, the understanding gained from a relatively simple model used in a probabilistic framework is greater than a more complex one where only a few runs are feasible.
KW - Mathematical modelling
KW - Risk & probabilistic analysis
KW - River engineering
UR - http://www.scopus.com/inward/record.url?scp=84942884287&partnerID=8YFLogxK
U2 - 10.1680/wama.13.00114
DO - 10.1680/wama.13.00114
M3 - Article
SN - 1741-7589
VL - 168
SP - 199
EP - 209
JO - Proceedings of the ICE - Water Management
JF - Proceedings of the ICE - Water Management
IS - 5
ER -