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Estimation of discharge correction factor of modified Parshall flume using ANFIS and ANN

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Purpose: To evaluate and compare the capability of ANFIS (Adaptive Neuro-Fuzzy-Inference System), ANN (Artificial Neural Network), and MNLR (Multiple Non-linear Regression) techniques in the estimation and formulation of Discharge Correction Factor (Cd) of modified Parshall flumes as based on linear relations and errors between input and output data. Design/methodology/approach: Acknowledging the necessity of further research in this field, experiments were conducted in the Hydraulics Laboratory of Civil Engineering Department, National Institute of Technology, Kurukshetra, India. The Parshall flume characteristics, associated longitudinal slopes and the discharge passing through the flume were varied. Consequent water depths at specific points in Parshall flumes were noted and the values of Cd were computed. In this manner, a data set of 128 observations was acquired. This was bifurcated arbitrarily into a training dataset consisting of 88 observations and a testing dataset consisting of 40 observations. Models developed using the training dataset were checked on the testing dataset for comparison of the performance of each predictive model. Further, an empirical relationship was formulated establishing Cd as a function of flume characteristics, longitudinal slope, and water depth at specific points using the MNLR technique. Moreover, Cd was estimated using soft computing tools; ANFIS and ANN. Finally, a sensitivity analysis was done to find out the flume variable having the greatest influence on the estimation of Cd. Findings: The predictive accuracy of the ANN-based model was found to be better than the model developed using ANFIS, followed by the model developed using the MNLR technique. Further, sensitivity analysis results indicated that primary depth reading (Ha) as input parameter has the greatest influence on the prediction capability of the developed model. Research limitations/implications: Since the soft computing models are data based learning, hence the prediction capability of these models may dwindle if data is selected beyond the current data range, which is based on the experiments conducted under specific conditions. Further, since the present study has faced time and facility constraints, hence there is still a huge scope of research in this field. Different lateral slopes, combined lateral- longitudinal slopes, and more modified Parshall flume models of larger sizes can be added to increase the versatility of the current research. Practical implications: Cd of modified Parshall flumes can be predicted using the ANN- based prediction model more accurately as compared to other considered techniques. Originality/value: The comparative analysis of prediction models, as well as the formulation of relation, has been conducted in this study. In all the previous works, little to no soft computing techniques have been applied for the analysis of Parshall flumes. Even the regression techniques have been applied only on Parshall flumes of standard sizes. However, this paper includes not only Parshall flume of standard size but also a modified Parshall flume in its pursuit of predicting Cd with the help of ANN and ANFIS based prediction models along with MNLR technique.
Rocznik
Strony
17--30
Opis fizyczny
Bibliogr. 26 poz.
Twórcy
autor
  • Department of Civil Engineering, National Institute of Technology Kurukshetra, India
autor
  • Department of Civil Engineering, National Institute of Technology Kurukshetra, India
Bibliografia
  • [1] R.L. Parshall, Measuring water in irrigation channels with Parshall flumes and small weirs, United States Department of Agriculture, Circular 843 (1950) 1-62. Available from: https://mountainscholar.org/bitstream/handle/10217/1850 36/CERF 47-52 51 DIP.pdf?sequence=1&isAllowed=y
  • [2] R.L. Parshall, The Improved Venturi flume, Colorado Experiment Station, Colorado Agricultural College, Fort Collins Bulletin 336 (1928).
  • [3] D. Saran, N.K. Tiwari, S. Ranjan, Parshall Flumes: A Review, Proceedings of the Roorkee Water Conclave 2020, Roorkee, India, 2020, Paper no. RWC/56.
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  • [5] F.A. Kilpatrick, V.R. Schneider, Use of flumes in measuring discharge, in: US Geological Survey Techniques of Water - Resources Investigations, 03-A14, US Geological Survey, 1983. DOI: https://doi.org/10.3133/twri03A14
  • [6] R.L. Parshall, Parshall flumes of large size, Colorado Agricultural and Mechanical College Extension Service Bulletin 426-A (1953).
  • [7] A.R. Robinson, Parshall measuring flumes of small sizes, Colorado Agricultural Experiment Station Technical Bulletin 61 (1957).
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  • [9] S.R Abt, K.J. Staker, Rating correction for lateral settlement of Parshall flumes, Journal of Irrigation and Drainage Engineering 116/6 (1990) 797-803. DOI: https://doi.org/10.1061/(asce)0733- 9437(1990)116:6(797)
  • [10] A.Genovez, S. Abt, B. Florentin, A. Garton, Correction for settlement of Parshall flume, Journal of Irrigation and Drainage Engineering 119/6 (1993) 1081-1091. DOI: https://doi.org/10.1061/(asce)0733-9437(1993)119:6(1081)
  • [11] S. Abt, A. Genovez, B. Florentin, Correction for settlement in submerged Parshall flumes, Journal of Irrigation and Drainage Engineering 120/3 (1994) 676-682. DOI: https://doi.org/10.1061/(asce)0733- 9437(1994)120:3(676)
  • [12] S.R Abt, C.B Florentin, A. Genovez, B.C. Ruth, Settlement and submergence adjustments for Parshall flume, Journal of Irrigation and Drainage Engineering 121/5 (1995) 317-321. DOI: https://doi.org/10.1061/(asce)0733-9437(1995)121:5(317)
  • [13] B.J. Heiner, S.L. Barfuss, M.C. Johnson, Flow rate sensitivity due to Parshall flume staff gauge location and entrance wing wall configuration, Journal of Irrigation and Drainage Engineering 137/2 (2011) 94-101. DOI: https://doi.org/10.1061/(asce)ir. 1943-4774.0000274
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  • [16] M. Kumar, N.K. Tiwari, S. Ranjan, Kernel function based regression approaches for estimating the oxygen transfer performance of plunging hollow jet aerator, Journal of Achievements in Materials and Manufacturing Engineering 95/2 (2019) 74-84. DOI: https://doi.org/10.5604/01.3001.0013.7917
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  • [20] D. Karaboga, E. Kaya, Adaptive network based fuzzy inference system (ANFIS) training approaches: a comprehensive survey, Artificial Intelligence Review 52/4 (2019) 2263-2293. DOI: https://doi.org/10.1007/s10462-017-9610-2
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  • [25] N.K. Tiwari, P. Sihag, B.K. Singh, S. Ranjan, K.K. Singh, Estimation of Tunnel Desilter Sediment Removal Efficiency by ANFIS, Iranian Journal of Science and Technology, Transactions of Civil Engineering 44 (2020) 959-974. DOI: https://doi.org/10.1007/s40996-019-00261-3
  • [26] N.K. Tiwari, Evaluating hydraulic jump oxygen aeration by experimental observations and data driven techniques, ISH Journal of Hydraulic Engineering (2019) 1-15. DOI: https://doi.org/10.1080/09715010.2019.1658551
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-be3cdf02-636d-4da8-a3a5-5102147838fa
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