دریکوندی، خ.، فتحی مقدم، م.، مسجدی، ع. و بینا، م. (1391). بررسی اثر تراکم و انعطاف پذیری پوشش گیاهی روی ضرائب زبری در سواحل رودخانهها و دشتهای سیلابی درحالت غیرمستغرق. مجله تحقیقات منابع آب ایران، سال 8، شماره 2، ص. 24-35.
صانعی، م. گزارش نهایی طرح تحقیقاتی بررسی آزمایشگاهی ضریب زبری پوشش گیاهی در سیلابدشتها (1391). پژوهشکده حفاظت خاک و آبخیزداری، وزارت جهاد کشاورزی.
وحیدی، ا. و امید، م.ح. (1391). تأثیر پوشش گیاهی صلب غیرمستغرق بر ضریب زبری و تنش برشی در شرایط جریان غیر یکنواخت تدریجی.
یازدهمین کنفرانس هیدرولیک ایران، ارومیه.
Ahmed, F. and Rajaratnam, N. (2000). Observations on flow around an abutment. Journal of Engineering Mechanics, 125(1), pp. 51-59.
Anonymous. (2004). Enhanced abutment scour studies for compound channels. Publication No. FHWA-RD-99-156.
Barbhuiya, A. K. and Dey, S. (2003). Vortex flow field in a scour hole around abutments. International Journal of Sediment Research, 18(4), pp. 310-325.
Barbhuiya, A. K. and Dey, S. (2004). Local scour at abutments: a review. Sadhana, Indian Academy of Sciences, 29(139), pp.449-476.
Dey, S. and Barbhuiya, A. K. (2005a). Flow field at a vertical-wall abutment. Journal of Hydraulic Engineering, 131(12), pp.1126-1135.
Dey, S. and Barbhuiya, A. K. (2005b). Turbulent flow field in a scour hole at a semicircular abutment. Canadian Journal of Civil Engineering, 32(1), pp. 213-232.
Dey, S. and Barbhuiya, A. K. (2006a). 3D flow field in a scour hole at a wing-wall abutment. Journal of Hydraulic Research, 44(1), pp. 33-50.
Dey, S. and Barbhuiya, A. K. (2006b). Velocity and turbulence in a scour hole at a vertical-wall abutment. Journal of Flow Measurement and Instrumentation, 17(1), pp. 13-21.
Duan, J.G. (2009). Mean flow and turbulence around a laboratory spur dike. Journal of Hydraulic Engineering, 135(10), pp. 803-811.
Jordanova, A.A. and James, C.S. (2003). Experimental study of bed load transport through emergent vegetation. Journal of Hydraulic Engineering, 129(6), pp. 474-478.
Kwan, F. (1984). Study of abutment scour, Report No. 328, School of Engineering, University of Auckland, New Zealand.
Kwan, F. (1988). Study of abutment scour, Report No. 451, School of Engineering, University of Auckland, New Zealand.
Kothyari, U.C., Hashimoto, H. and Hayashi, K. (2009). Effect of tall vegetation on sediment transport by channel flows. Journal of Hydraulic Research, 47(6), pp. 700-710.
Melville, B. W. (1992). Local scour at bridge abutments. Journal of Hydraulic Engineering, 118(4), pp. 615-631.
Molinas, A., Kheireldin, K. and Baosheng, W. (1998). Shear stress around vertical wall abutments. Journal of Hydraulic Engineering, 124(8), pp. 822-830.
Stone, B. M. and Shen, H. T. (2002). Hydraulic resistance of flow in channels with cylindrical roughness. Journal of Hydraulic Engineering, 128(5), pp. 500-506.
Teruzzi, A., Ballio, F. and Armenio, V. (2009). Turbulent stresses at the bottom surface near an
abutment: laboratory-scale numerical experiment. Journal of Hydraulic Engineering, 135(2), pp. 106-117.
Ursic, M. C. (2011). Quantification of shear stress in a meandering native topographic channel using a physical hydraulic model. M.Sc. Thesis, Fort Collins, Colorado State University, USA.
Yang, K. J., Cao, S. Y. and Knight, D. W. (2007). Flow patterns in compound channels with vegetated floodplains. Journal of Hydraulic Engineering, 133(2), pp. 148-159.
)
