Abstract
The scour depth that develops around bridge piers is known to be related to flow intensity, particle size of bed sediment, and pier dimensions. Earlier approaches to this issue have mainly relied on empirical formulas. Even numerical simulations have not been so successful due to problems associated with interactions between water flow and streambed morphology. This necessitates the application of an artificial intelligence (AI)-type approach to understanding the effects of local scour around bridge piers. Although previous studies reported that AI-based models are better predictors, they do not predict field-scale local scour well. Motivated by this, the present study reports on the use of data quality assessment with an artificial neural network (ANN) model for predicting field-scale scour depth around bridge piers. Both univariate and multivariate methods were applied and the predicted results are compared. For the multivariate method, the Euclidean distance method and Mahalanobis distance method were used and the predicted results are compared. The ANN model was first trained and validated using laboratory data and the model was applied to data obtained in laboratory experiments. The model was then applied to field data. Quantitative descriptions are given on how much the data quality assessment improves predictions based on the use of the ANN model.
| Original language | English |
|---|---|
| Pages (from-to) | 977-989 |
| Number of pages | 13 |
| Journal | Journal of Hydroinformatics |
| Volume | 17 |
| Issue number | 6 |
| DOIs | |
| Publication status | Published - 2015 Nov 1 |
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All Science Journal Classification (ASJC) codes
- Geotechnical Engineering and Engineering Geology
- Atmospheric Science
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Improving predictions made by ANN model using data quality assessment : An application to local scour around bridge piers. / Choi, Sung-Uk; Choi, Byungwoong; Choi, Seongwook.
In: Journal of Hydroinformatics, Vol. 17, No. 6, 01.11.2015, p. 977-989.Research output: Contribution to journal › Article
TY - JOUR
T1 - Improving predictions made by ANN model using data quality assessment
T2 - An application to local scour around bridge piers
AU - Choi, Sung-Uk
AU - Choi, Byungwoong
AU - Choi, Seongwook
PY - 2015/11/1
Y1 - 2015/11/1
N2 - The scour depth that develops around bridge piers is known to be related to flow intensity, particle size of bed sediment, and pier dimensions. Earlier approaches to this issue have mainly relied on empirical formulas. Even numerical simulations have not been so successful due to problems associated with interactions between water flow and streambed morphology. This necessitates the application of an artificial intelligence (AI)-type approach to understanding the effects of local scour around bridge piers. Although previous studies reported that AI-based models are better predictors, they do not predict field-scale local scour well. Motivated by this, the present study reports on the use of data quality assessment with an artificial neural network (ANN) model for predicting field-scale scour depth around bridge piers. Both univariate and multivariate methods were applied and the predicted results are compared. For the multivariate method, the Euclidean distance method and Mahalanobis distance method were used and the predicted results are compared. The ANN model was first trained and validated using laboratory data and the model was applied to data obtained in laboratory experiments. The model was then applied to field data. Quantitative descriptions are given on how much the data quality assessment improves predictions based on the use of the ANN model.
AB - The scour depth that develops around bridge piers is known to be related to flow intensity, particle size of bed sediment, and pier dimensions. Earlier approaches to this issue have mainly relied on empirical formulas. Even numerical simulations have not been so successful due to problems associated with interactions between water flow and streambed morphology. This necessitates the application of an artificial intelligence (AI)-type approach to understanding the effects of local scour around bridge piers. Although previous studies reported that AI-based models are better predictors, they do not predict field-scale local scour well. Motivated by this, the present study reports on the use of data quality assessment with an artificial neural network (ANN) model for predicting field-scale scour depth around bridge piers. Both univariate and multivariate methods were applied and the predicted results are compared. For the multivariate method, the Euclidean distance method and Mahalanobis distance method were used and the predicted results are compared. The ANN model was first trained and validated using laboratory data and the model was applied to data obtained in laboratory experiments. The model was then applied to field data. Quantitative descriptions are given on how much the data quality assessment improves predictions based on the use of the ANN model.
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UR - http://www.scopus.com/inward/citedby.url?scp=85000461281&partnerID=8YFLogxK
U2 - 10.2166/hydro.2015.097
DO - 10.2166/hydro.2015.097
M3 - Article
VL - 17
SP - 977
EP - 989
JO - Journal of Hydroinformatics
JF - Journal of Hydroinformatics
SN - 1464-7141
IS - 6
ER -