Water surface profile prediction in non-prismatic compound channel using support vector machine (SVM)

被引:0
作者
Vijay Kaushik
Munendra Kumar
机构
[1] Delhi Technological University,Department of Civil Engineering
来源
AI in Civil Engineering | / 2卷 / 1期
关键词
Non-prismatic compound channel; Non-dimensional parameter; Support vector machine (SVM); Water surface profile;
D O I
10.1007/s43503-023-00015-1
中图分类号
学科分类号
摘要
The process of estimating the level of water surface in two-stage waterways is a crucial aspect in the design of flood control and diversion structures. Human activities carried out along the course of rivers, such as agricultural and construction operation, have the potential to modify the geometry of floodplains, leading to the formation of compound channels with non-prismatic floodplains, thus possibly exhibiting convergent, divergent, or skewed characteristics. In the current investigation, the Support Vector Machine (SVM) technique is employed to approximate the water surface profile of compound channels featuring narrowing floodplains. Some models are constructed by utilizing significant experimental data obtained from both contemporary and previous investigations. Water surface profiles in these channels can be estimated through the utilization of non-dimensional geometric and flow parameters, including: converging angle, width ratio, relative depth, aspect ratio, relative distance, and bed slope. The results of this study indicate that the SVM-generated water surface profile exhibits a high degree of concordance with both the empirical data and the findings from previous research, as evidenced by its R2 value of 0.99, RMSE value of 0.0199, and MAPE value of 1.263. The findings of this study based on statistical analysis demonstrate that the SVM model developed is dependable and suitable for applications in this particular domain, exhibiting superior performance in forecasting water surface profiles.
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  • [11] Zech Y(2023)Sustainable gene expression programming model for shear stress prediction in nonprismatic compound channels Sustainable Energy Technologies and Assessments 138 93-946
  • [12] Das BS(2012)Stage-discharge prediction for straight and smooth compound channels with wide floodplains Journal of Hydraulic Engineering ASCE 23 04018014-5236
  • [13] Devi K(2018)Boundary shear stress distribution in straight compound channel flow using artificial neural network Journal of Hydrologic Engineering 1 41-955
  • [14] Khatua KK(2010)Solving open channel flow problems with a simple lateral distribution model River Flow 101 933-56
  • [15] Das BS(1975)Boundary shears in channel with flood plain J. Hydraul. Div. ASCE 22 5221-297
  • [16] Devi K(2022)Water surface profile in converging compound channel using gene expression programming Water Supply 42 941-208
  • [17] Khuntia JR(2016)Water surface profile computation for compound channels with narrow flood plains Arabian Journal for Science and Engineering 23 49-313
  • [18] Khatua KK(2017)Mathematical expression of discharge capacity of compound open channels using MARS technique Journal of Earth System Science 54 288-970
  • [19] Das BS(2017)Stage discharge prediction in heterogeneous compound open channel roughness ISH Journal of Hydraulic Engineering 231 85-726
  • [20] Khatua KK(2016)Predictive modeling of discharge of flow in compound open channel using radial basis neural network Modeling Earth Systems and Environment 45 304-824