حساسیت کرانه‌ای رودخانۀ حاجی‌عرب بویین‌زهرا به فرسایش و افزایش مخاطرات آن

[13] Ali, M. R.; Ahmed, Z.; Islam, A. H.; & Rahman, M. M. (2021). “River Bank Erosion, Induced Population Migration and Adaptation Strategies in the Sirajganj Sadar Upazila, Bangladesh”, European Journal of Environment and Earth Sciences, 2(2),pp:  39-47. https://doi.org/10.24018/ejgeo.2021.2.2.131

[14] Bledsoe, B.P.; Stein, E.D.; Hawley, R.J.; & Booth, D. (2012). “Framework and Tool for Rapid Assessment of Stream Susceptibility to Hydromodification”, Journal of the American Water Resources Association, pp: 1-21, DOI: 10.1111 ⁄ j.1752-1688.2012.00653

[15] Bartholdy, J.; & Billi, P. (2002). Morphodynamics of pseudomeadering gravel bar reach

[16] Coryat, M. (2014). Analysis of the Bank Assessment for Non-point Source Consequences of Sediment (BANCS) Approach for the Prediction of Streambank Stability and Erosion along Stony Clove Creek in the Catskills. Master of Science Thesis, Syracuse University.

[17] De Rose, R.C.; & Basher, L.R. (‌2011). “Measurement of river bank and cliff erosion from sequential LIDAR and historical aerial photography”, Geomorphology, NO. 126, PP:132–147.

[18] Gray , D.H.; & Leiser, A.T. (1982). “Bio-Technical slope Protection and Erosion Control”, Van Nostrand Reinhold Company inc., New York

[19] Heeren, D.M.; Mittelstet, A.R.; Fox, G.A.; Storm, D .E.; Al -Madhhachi, A.T.; Midgley, T.L.; Stringer, A.F; Stunkel, K.B.; & Tejral, R.D. (‌2012). “Using rapid geomorphic assessments to assess stream bank stabililty in Okkahmoma Ozarak streams”, American Society of Agricultural and Biological Engineers,Vol.55(3), pp: 957-968.

[20] Hughes, A.O.; Huirama, M. K.‌; Owens, P. N‌.; & Petticrew, E. L. (2021). “Stream bank   erosion as a source of sediment within New Zealand catchments”, New Zealand Journal of Marine and Freshwater Research, doi.org/10.1080/00288330.2021.1929352

[21] Janes, V.‌J.‌J.; Nicholas, A.P.; Collins, A.L.; & Quine, T.A. (2017). “Analysis of fundamental physical factors influencing channel bank erosion: results for contrasting catchments in England and Wales”, Environ Earth Sci . No. 76:307, DOI 10.1007/s12665-017-6593-x.

[22] Johnson, P.A.; Gleason, G.L. & Hey, R.D. (1999). “Rapid assessment of channel stability in Vivtiny of road crossing”, Journal of Hydraulic Engineering, Vol. 125, No. 6, pp: 645-651

[23] Jorge, D. Abad; Macelo H. Garcia (2006). “RVR Meander: A Toolbox for Re-meandering of Channelized Streams”, Computers & Geosciences, 32 pp: 92-101

[24] Knighton, D. (‌2014). Fluvial forms and processes: a new perspective, Routledge, New York, NY, pp: 400.

[25] Kwan, H; & Swanson, S. (2014). “Prediction of Annual Streambank Erosion for Sequoia National Forest”, California. JAWRA Journal of the American Water Resources Association, 50(6), pp: 1439–1447.

[26] Petersen M.S. (1986). River Engineering, Prentice-Hall.

[27] Simon, A.; & Klimetz, L.(‌2008). “Magnitude, frequency and duration relations for suspended sediment in stable (reference) southeastern streams”, Journal of the American Water Resources Association, Vol. 44, No. 5.

[28] Simon, A.; & Downs, P. W. ( 1995). “An interdisciplinary approach to evaluation of potential instability in alluvial channels”, Geomorphology, Vol. 12(3), pp:215-23.

[29] Thakur, P.K.; Laha, C. & Aggarwal, S.P. (‌2012). “River bank erosion hazard study of river Ganga. upstream of Farakka barrage using remote sensing and GIS”, Nat Hazards, No. 61, pp: 967–987.

[30] Zainal Abidin, R; Sulaiman, M.S. & Yusoff, N. (‌2017). “Erosion risk assessment: A case study of the Langat River bank in Malaysia”, International Soil and Water.