Optimal design of a composite trapezoidal channel cross section using sensitivity analysis

Authors

  • Peyman Motlaghzadeh Department of Civil Engineering, Ram.C., Islamic Azad University, Ramsar, Iran
  • Somayyeh Pourbakhshian Department of Civil Engineering, Ram.C., Islamic Azad University, Ramsar, Iran

DOI:

https://doi.org/10.66224/

Keywords:

Open channels, Optimal design, Cost of water loss, sensitivity analysis, Composite Trapezoidal Channel

Abstract

This paper presents the optimal shape of a compound trapezoidal cross-section by considering sensitivity analysis of design variable in shape optimization of trapezoidal open channel. the sensitivity analysis of the effect of discharge and channel bottom slope on design variables, constraints and objective function. The objective function is to minimize the cost of excavation and lining and the cost of water lost as seepage and evaporation losses, the design variables are the depth and width of the channel bottom, side slopes and free board, the constraints include uniform flow, maximum and minimum velocity, Froud number and water surface width. Optimization was performed with different values ​​of discharge and channel bottom slope in two stages and with several models. In the first stage, at a constant slope, with increasing discharge, the values ​​of discharge, bed width, free board, flow velocity, flow cross-sectional area and cost increase, but the side slope decreases. in the second stage, at constant discharge values, as the slope of the channel bottom increases, the values ​​of flow depth, bed width, flow cross-section area, and overall channel construction cost decrease. Results of sensitivity analysis show that all of design variables are important.

References

[1] Chow, V. T. "Open channel hydraulics." New York: McGraw-Hill. (1959)

[2] Kwak, B. M. "A review on shape optimal design and sensitivity analysis." Journal of structure mechanic earthquake engineering, 10.4 (1994): 1-16. https://doi.org/10.2208/jscej.1994.483_1

[3] Saltelli, A., Ratto, M., Andres, T., Campolongo, F., Cariboni, J., Gatelli, D., Saisana, M. and Tarantola, S." Global sensitivity analysis." the primer. John Wiley & Sons. (2008).

[4] Mota Soares, C. M., Mota Soares, C. A., & Barbosa, J. I. (1994). "Sensitivity analysis and optimal design of thin shells of revolution." AIAA journal, 32.5 (1994) :1034-1042

[5] Trout, T.J. 1982. "Channel design to minimize lining material costs. " Journal of Irrigation and Drainage Engineering, 108.4 (1982): 242-249. https://doi.org/10.1061/JRCEA4.0001392

[6] Guo, CY and Hughes, WC. "Optimal channel cross section with freeboard. " Journal of Irrigation and Drainage Engineering, 110 (1984): 304–314. https://doi.org/10.1061/(ASCE)0733-9437(1984)110:3(304)

[7] Monadjemi, P. "General Formation of Best Hydraulic Channel Section. " Journal of irrigation and drainage engineering, 120.1 (1994): 27-35. https://doi.org/10.1061/(ASCE)0733-9437(1994)120:1(27)

[8] Swamee, P. K. "Optimal irrigation canal sections. " Journal of irrigation and drainage engineering, vol. 121 (1995): 467-469. https://doi.org/10.1061/(ASCE)0733-9437(1995)121:6(467)

[9] Swamee, P. K. G. C. Mishra, and B. R. Chahar. "Comprehensive Design of Minimum Cost Irrigation Canal Sections. " Journal of irrigation and drainage engineering, vol. 126 (2000):322-327. https://doi.org/10.1061/(ASCE)0733-9437(2000)126:5(322)

[10] Swamee, P. K. G. C. Mishra, and B. R. Chahar. Minimum cost design of lined canal sections. " Water Resources Management, vol.14 (2000). 10.1023/A:1008198602337

[11] Swamee, P.K., Mishra, G.C., Chahar, B.R. "Design of minimum seepage loss canal sections with drainage layer at shallow depth. Journal of irrigation and drainage engineering,127.5, (2001): 287–294. https://doi.org/10.1061/(ASCE)0733-9437(2001)127:5(287)

[12] Swamee, P.K., Mishra, G.C., Chahar, B.R. "Design of minimum water loss canal sections. " J. Hyd. Res., IAHR, 40.2 (2002a ): 215–220.https://doi.org/10.1080/00221680209499864

[13] Swamee, P.K., Mishra, G.C., Chahar, B.R. "Optimal design of a transmission canal. " Journal of irrigation and drainage engineering, 128.4, (2002b):234–243. https://doi.org/10.1061/(ASCE)0733-9437(2002)128:4(234)

[14] Babaeyan-Koopaei K, Valentine EM and Swailes DC. "Optimal design of parabolic-bottomed triangle. " Journal of Irrigation and Drainage Engineering, 126.6 (2000): 408–411. https://doi.org/10.1061/(ASCE)0733-9437(2000)126:6(408)

[15] Das A. "Optimal channel cross section with composite roughness. " Journal of irrigation and drainage engineering, 126.1 (2000):68-72. https://doi.org/10.1061/(ASCE)0733-9437(2000)126:1(68)

[16] Jain, A., Bhattacharjya, R.K. and Sanaga, S.. "Optimal design of composite channels using genetic algorithm. " Journal of Irrigation and Drainage Engineering, 130.4 (2004): 286-295. https://doi.org/10.1061/(ASCE)0733-9437(2004)130:4(286)

[17] Bhattacharjya, R.K. "Optimal design of open channel section considering freeboard. " ISH Journal of Hydraulic Engineering, 11.3 (2005): 141-151.https://doi.org/10.1080/09715010.2005.10514808

[18] Bhattacharjya, R.K. "Optimal design of open channel section incorporating critical flow condition. " Journal of irrigation and drainage engineering, 132.5 ( 2006): 513-518. https://doi.org/10.1061/(ASCE)0733-9437(2006)132:5(513)

[19] Bhattacharjya, R.K and M.G, Satish. "Optimal design of a stable trapezoidal channel section using hybrid optimization techniques. " Journal of irrigation and drainage engineering, 133.4 (2007): 323-329. https://doi.org/10.1061/(ASCE)0733-9437(2007)133:4(323)

[20] Das, A. "Flooding probability constrained optimal design of trapezoidal channels. " Journal of irrigation and drainage engineering, 133.1 (2007):53- 60.https://doi.org/10.1061/(ASCE)0733-9437(2007)133:1(53)

[21] Bhattacharjya, R.K. and M, Satish.. "Flooding probability-based optimal design of trapezoidal open channel using freeboard as a design variable. " Journal of irrigation and drainage engineering, 134.3 (2008): 405-408. https://doi.org/10.1061/(ASCE)0733-9437(2008)134:3(405)

[22] Reddy, M. J., & Adarsh, S. "Chance constrained optimal design of composite channels using meta-heuristic techniques. " Water resources management, 24.10 (2010): 2221-2235.‏ https://doi.org/10.1007/s11269-009-9548-5

[23] Easa, S. M., & Vatankhah, A. R. "New open channel with elliptic sides and horizontal bottom. " KSCE Journal of Civil Engineering, 18.4 (2014): 1197-1204. ‏https://doi.org/10.1007/s12205-014-0559-2

[24] Han, Y. C., & Easa, S. M. "New and improved three and one-third parabolic channel and most efficient hydraulic section. " Canadian Journal of Civil Engineering, 44.5 (2017): 387-391.‏ https://doi.org/10.1139/cjce-2016-0535

[25] Pourbakhshian, S., and M. Ghaemain. "Shape optimization of arch dams using sensitivity analysis." KSCE Journal of Civil Engineering 20.5 (2016): 1966-1976. https://doi.org/10.1007/s12205-015-0135-4

[26] Orouji, H., Mahmoudi, N., Fallah-Mehdipour, E., Pazoki, M., & Biswas, A. "Shuffled frog-leaping algorithm for optimal design of open channels. " Journal of irrigation and drainage engineering, 142.10 (2016): 06016008.‏ https://doi.org/10.1061/(ASCE)IR.1943-4774.0001059

[27] Roushangar, K., Alami, M. T., Nourani, V., & Nouri, A. "A cost model with several hydraulic constraints for optimizing in practice a trapezoidal cross section. " Journal of Hydroinformatics, 19.3 (2017): 456-468.‏ https://doi.org/10.2166/hydro.2017.081

[28] Gupta, S. K., Mishra, U., Datta, D., & Singh, V. P. "Fish shoal optimization for identification of the most suitable revetment stone for design of minimum cost earthen canals carrying sediment-laden flow." ISH Journal of Hydraulic Engineering, 24.2 (2018): 172-189.https://doi.org/10.1080/09715010.2017.1402211

[29] Farzin, S., & Valikhan Anaraki, M. "Optimal construction of an open channel by considering different conditions and uncertainty. " application of evolutionary methods. Engineering Optimization, 1-19. ‏ (2020). https://doi.org/10.1080/0305215X.2020.1775825

[30] Pourbakhshian, S., and Pouraminian, M. "Analytical models for optimal design of a trapezoidal composite channel cross-section. " Civil and Environmental Engineering Reports, 31.1(2021): 118-138.‏ https://doi.org/10.2478/ceer-2021-0009

[31] Pourbakhshian, S., and Fasih, P. "Optimization of composite parabolic channel cross-section based on changes in discharge and freeboard. "Sharif Journal of Civil Engineering (SJCE), 39.1(2022): 3-13. [In Persian] https://doi.org/10.24200/J30.2022.58880.3011

[32] Pourbakhshian, S., and Abdolrasuli, f. " Investigating the effect of uncertainty in the optimal design of a trapezoidal channel. " Journal of Civil Engineering Researchers 66.4 (2024) :40-51. https://doi.org/10.61186/JCER.6.4.40

[33] Horton, R. E. "Separate roughness coefficients for channel bottom and sides. " Engineering News-Record, 111.22 (1933): 652-653. ‏

[34] Swamee, Prabhata Kumar, and B. R. Chahar. Design of canals. Springer India:., 2015.

[35] Spall, J. C. "An overview of the simultaneous perturbation method for efficient optimization. " Johns Hopkins apl technical digest, 19.4 (1998):482-492.‏

[36] Seyedpoor, S. M., Salajegheh, J., Salajegheh, E., & Gholizadeh, S. "Optimal design of arch dams subjected to earthquake loading by a combination of simultaneous perturbation stochastic approximation and particle swarm algorithms. " Applied Soft Computing, 11.1 (2011): 39-48.‏https://doi.org/10.1016/j.asoc.2009.10.014

[37] Pourbakhshian S. & Ghaemain M. "Shape optimization of arch dams using sensitivity analysis. " KSCE Journal of Civil Engineering, 20.5 (2016): 1966-76.https://doi.org/10.1007/s12205-015-0135-4

[38] Pourbakhshian, S., Ghaemain, M., & Jogatae, A. "The shape optimization of concrete arch dams considering stage construction. " Scientia Iranica, 23.1 (2016): 21-35.‏ https://doi.org/10.24200/SCI.2016.2094

[39] Pouraminian, M., & Pourbakhshian, S. "SPSA Algorithm based optimum design of longitudinal section of bridges. " Indian Journal of Science and Technology, 7.9 (2014): 1327-1332.‏ https://doi.org/10.17485/ijst/2014/v7i9/59472

[40] Pouraminian, M., & Pourbakhshian, S. "Shape Optimization of Concrete Arch Dams with SPSA Algorithm and Post-analysis of Pareto Front for selection the Best Alternatives. " Journal of Hydraulic Structures, 6.3 (2020): 59-82.‏ https://doi.org/10.22055/JHS.2020.33293.1137

[41] Foscarini, F., Bellocchi, G., Confalonieri, R., Savini, C. and VandenEede, G. (2010) . "Sensitivity analysis in fuzzy systems. " Integration of SimLab and DANA. Environmental Modelling & Software, (2010):1256-1260.‏ https://doi.org/10.1016/j.envsoft.2010.03.024

[42] SimLab ver.3.2.6. "Development Framework for Uncertainty and Sensitivity Analysis. " Joint Research Centre of the European Commission. Econometric sand Applied Statistics, Ispra, Italy.http://simlab.jrc.ec.europa.eu. (2009).

[43] Ekström P.A. (2005). “Simulation Toolbox for Sensitivity Analysis”. Degree Project

[44] Conover, W. J. "Practical nonparametric statistics. " John Wiley & Sons, New York. (1980).

[45] Hamby, D. M. (1994). "A review of techniques for parameter sensitivity analysis of environmental models. " Environmental monitoring and assessment, 32.2 (1994): 135-154, .‏ https://doi.org/10.1007/BF00547132.

Downloads

Published

2026-09-01

How to Cite

Optimal design of a composite trapezoidal channel cross section using sensitivity analysis. (2026). Journal of Civil Engineering Researchers, 8(3), 28-38. https://doi.org/10.66224/

Similar Articles

1-10 of 127

You may also start an advanced similarity search for this article.

Most read articles by the same author(s)