Water surface profile prediction in compound channels with vegetated floodplains

被引:3
|
作者
Mohseni, Marzieh [1 ]
Naseri, Amineh [2 ]
机构
[1] Sirjan Univ Technol, Dept Civil Engn, Sirjan, Iran
[2] Sirjan Univ Technol, Dept Comp Engn, Sirjan, Iran
关键词
artificial intelligence; artificial neural network (ANN); compound channel; floods & floodworks; support vector machine (SVM); vegetation; water surface profile; waterways & canals; SUPPORT VECTOR MACHINES; NEURAL-NETWORKS; FLOW; CLASSIFICATION;
D O I
10.1680/jwama.21.00005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Floods have become one of the most dangerous and frequent natural disasters. Most rivers are characterised by compound cross-sections that are usually contain vegetation. The ability to simulate water surface profiles (WSPs) in vegetated rivers quickly and accurately is crucial in flood forecasting operations. The aim of this study was to develop a low-cost and practical tool for predicting the WSP in compound channels with vegetated floodplains. In particular, artificial neural network (ANN) and support vector machine (SVM) techniques were used to devise a model for the prediction of the WSP in an experimental channel. Two approaches were employed: the first was based on the use of non-dimensional data and the second used dimensional data. The performance of the prediction methods was determined using a ten-fold cross-validation approach. Comparative results revealed that the SVM algorithm outperformed the ANN and regression models. The performance of the SVM model using dimensional data (correlation coefficient of 0.99 +/- 0.005 and mean absolute error of 0.0019 +/- 0.0002) was shown to be marginally better than the model using dimensionless data. Sensitivity analysis also indicated that the relative discharge and relative depth played the most important roles in estimating the WSP.
引用
收藏
页码:235 / 246
页数:12
相关论文
共 50 条
  • [31] Analytical solution for lateral depth-averaged velocity distributions in meandering compound channels with vegetated floodplains
    Yang, Yongpeng
    Sun, Bin
    Li, Zhiwei
    Wang, Feifei
    Li, Huaxiang
    Li, Heng
    PHYSICS OF FLUIDS, 2024, 36 (09)
  • [32] Investigating the Flow Hydrodynamics in a Compound Channel with Layered Vegetated Floodplains
    Ahmad, Muhammad
    Ghani, Usman
    Anjum, Naveed
    Pasha, Ghufran Ahmed
    Ullah, Muhammad Kaleem
    Ahmed, Afzal
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2020, 6 (05): : 860 - 876
  • [33] Modeling of water surface profile in non-prismatic compound channels
    Kaushik, Vijay
    Kumar, Munendra
    Naik, Bandita
    Parsaie, Abbas
    WATER PRACTICE AND TECHNOLOGY, 2023, 18 (09) : 2151 - 2167
  • [34] Water Surface Profile Computation for Compound Channels with Narrow Flood Plains
    B. Naik
    K. K. Khatua
    Arabian Journal for Science and Engineering, 2017, 42 : 941 - 955
  • [35] Water Surface Profile Computation for Compound Channels with Narrow Flood Plains
    Naik, B.
    Khatua, K. K.
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2017, 42 (03) : 941 - 955
  • [36] Water profile computation in compound channels
    Bousmar, D
    Zech, Y
    HYDRAULIC ENGINEERING SOFTWARE VII, 1998, 4 : 215 - 224
  • [37] Stage-Discharge Prediction for Straight and Smooth Compound Channels with Wide Floodplains
    Khatua, K. K.
    Patra, K. C.
    Mohanty, P. K.
    JOURNAL OF HYDRAULIC ENGINEERING, 2012, 138 (01) : 93 - 99
  • [38] Estimation of water's surface elevation in compound channels with converging and diverging floodplains using soft computing techniques
    Bijanvand, Sajad
    Mohammadi, Mirali
    Parsaie, Abbas
    WATER SUPPLY, 2023, 23 (04) : 1684 - 1699
  • [39] Overbank Flow in Compound Channels with Nonprismatic Floodplains
    Rezaei, Bahram
    Knight, Donald W.
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2011, 137 (08): : 815 - 824
  • [40] Flow in skewed compound channels with rough floodplains
    Bousmar, D.
    Jacqmin, T.
    Wyseur, S.
    Van Emelen, S.
    RIVER FLOW 2012, VOLS 1 AND 2, 2012, : 217 - 224