تخمین ضریب درگ در کانال‌های روباز با پوشش گیاهی مستغرق با استفاده از تحلیل پارتو و برنامه‌ریزی بیان‌ چندژنی

[2]. Cheng NS, Nguyen HT. Hydraulic radius for evaluating resistance induced by simulated emergent vegetation in open-channel flows. Journal of hydraulic engineering. 2011; 137(9):995-1004.

[3]. Liu MY, Huai WX, Yangyzh ZH, Zeng YH. A genetic programming-based model for drag coefficient of emergent vegetation in open channel flows. Advances in Water Resources. 2020; 103582.

[4]. Li WQ, Wang D, Jiao JL, Yang KJ. Effects of vegetation density on flow velocity characteristics in open channel. Journal of Hydrodynamics. 2019; 31(5):1052-9.

[5]. Cheng NS. Calculation of drag coefficient for arrays of emergent circular cylinders with pseudofluid model. Journal of Hydraulic Engineering. 2013; 139(6):602-11.

[6]. Liu D, Diplas P, Fairbanks JD, Hodges CC. An experimental study of flow through rigid vegetation. Journal of Geophysical Research: Earth Surface. 2008; 113(F4).

[7]. Kothyari UC, Hayashi K, Hashimoto H. Drag coefficient of unsubmerged rigid vegetation stems in open channel flows. Journal of Hydraulic Research. 2009; 47(6):691-9.

[8]. Tanino Y, Nepf HM. Laboratory investigation of mean drag in a random array of rigid, emergent cylinders. Journal of Hydraulic Engineering. 2008;134(1):34-41.

[9]. Tinoco RO, Cowen EA. The direct and indirect measurement of boundary stress and drag on individual and complex arrays of elements. Experiments in fluids. 2013;54(4):1509.

[10].            Zhao K, Cheng NS, Wang X, Tan SK. Measurements of fluctuation in drag acting on rigid cylinder array in open channel flow. Journal of Hydraulic Engineering. 2014; 140(1):48-55.

[11].            Liu XD, Li TS, Tang LC, Han Y, Chen J, Yang SQ. Estimation of form drag caused by rigid vegetation based on equivalent roughness. IEEE Access. 2019; 7:116133-44.

[12].            Stoesser T, Kim SJ, Diplas P. Turbulent flow through idealized emergent vegetation. Journal of Hydraulic Engineering. 2010; 136(12):1003-17.

[13].            Kim SJ, Stoesser T. Closure modeling and direct simulation of vegetation drag in flow through emergent vegetation. Water Resources Research. 2011; 47(10).

[14].            Shi H, Liang X, Huai W, Wang Y. Predicting the bulk average velocity of open-channel flow with submerged rigid vegetation. Journal of Hydrology. 2019; 572:213-25.

[15].            Riahi-Madvar H, Dehghani M, Seifi A, Singh VP. Pareto optimal multigene genetic programming for prediction of longitudinal dispersion coefficient. Water Resources Management. 2019; 33(3):905-21.

[16].            Baptist MJ, Babovic V, Rodríguez Uthurburu J, Keijzer M, Uittenbogaard RE, Mynett A, Verwey A. On inducing equations for vegetation resistance. Journal of Hydraulic Research. 2007; 45(4):435-50.

[17].            Zahiri A, Shabani MA. Modeling of stage-discharge relationship in compound channels using multi-stage gene expression programming.Iranian journal of ecohydrolog. 2017; 791-802. [Persian].

[18].            Guven A, Gunal M. Genetic programming approach for prediction of local scour downstream of hydraulic structures. Journal of Irrigation and Drainage Engineering. 2008; 134(2):241-9.

[19].            Azamathulla HM, Zahiri A. Flow discharge prediction in compound channels using linear genetic programming. Journal of hydrology. 2012; 454:203-7.

[20].            Tinoco RO, Goldstein EB, Coco G. A data‐driven approach to develop physically sound predictors: Application to depth‐averaged velocities on flows through submerged arrays of rigid cylinders. Water Resources Research. 2015; 51(2):1247-63.

[21].            White FM, Corfield I. Viscous fluid flow. New York: McGraw-Hill; 2006.

[22].            Van Rooijen A, Lowe R, Ghisalberti M, Conde-Frias M, Tan L. Predicting current-induced drag in emergent and submerged aquatic vegetation canopies. Frontiers in Marine Science. 2018; 5:449.

[23].            Sonnenwald F, Stovin V, Guymer I. Estimating drag coefficient for arrays of rigid cylinders representing emergent vegetation. Journal of Hydraulic Research. 2019; 57(4):591-7.

[24].            Naot D, Nezu I, Nakagawa H. Hydrodynamic behavior of partly vegetated open channels. Journal of Hydraulic Engineering. 1996; 122(11):625-33.

[25].            Ghisalberti M, Nepf HM. The limited growth of vegetated shear layers. Water Resources Research. 2004; 40(7).

[26].            Stoesser T, Kim SJ, Diplas P. Turbulent flow through idealized emergent vegetation. Journal of Hydraulic Engineering. 2010; 136(12):1003-17.

[27].            Nikubakht E, Hamidifar H, Keshavarzi A. Effect of Floodplain Non-submerged Vegetation on Bed Variation in Meandering Compound Rivers. Iranian Journal of Ecohydrology.2019;5(2):461-470.[Persian]

[28].            Radmanesh F, Pourhaghi A, Solgi A. Improving the Performance of ANN Model, Using Wavelet Transform and PCA Method for Modeling and Predict Biochemical Oxygen Demand (BOD). Iranian Journal of Ecohydrology.2017;3(4):569-585.[Persian]

[29].            Sharifi, H., Roozbahani, A., Hashemy Shahdany, M. Development of ANN, FIS and ANFIS Models to Evaluate the Adequacy Index in Agricultural Water Distribution Systems (Case study: Rudasht Irrigation Network). Iranian Journal of Ecohydrology, 2020; 7(3): 635-646. [Persian]

[30].            Zamanzad Ghavidel, S., Montaseri, M., Sanikhani, H. Moldeling Of Dissolved Solids By Using Hybrid Soft Computing Methods (Case Study: Nazluchay Basin). Iranian journal of Ecohydrology, 2017; 4(4): 983-996. [Persian]