پرهمت. ج.، پرهمت. ر، (1390). تحلیل و بررسی منطقهای دبی پایه حوضه های کارستی مطالعه موردی حوضه کرخه، چهارمین کنفرانس مدیریت منابع آب ایران، تهران، دانشگاه صنعتی امیرکبیر.
خواستار بروجنی. م.، صمدی بروجنی، ح. (1391). بررسی خصوصیات هیدرولیکی جریان در فلوم دوار با استفاده از سرعت سنج صوتی (ADV). مجله هیدرولیک ایران. دوره 7، شماره 2. ص‌ص. 75-88.
Bui, T.D. (2000). Cohesive Sediment Transport in Natural Streams. Water Resources 2000. 129.97.146.103
Droppo, I.G. (2009). Biofilm structure and bed stability of five contrasting freshwater sediments. Marine and Freshwater Research. 60: 690-699.
Giardino, A., Ibrahim, E., Adam, S., Toorman, E.A., Monbaliu, J. (2009). Hydrodynamics and Cohesive sediment transport in the Ijzer Estuary, Belgium: case steady. Journal of Waterway, Port, Coastal and Ocean Engineering (ACSE), 135:176-184.
Glasbergen, K. (2014). The Effect of Coarse Gravel on Cohesive Sediment Entrapment in an Annular Flume. presented to the University of Waterloo in fulfillment of the thesis requirement for the Degree of master of Science In Geography. Waterloo, Ontario, Canada.
Krishnappan, B.G. (2006). Cohesive sediment transport studiesusing a rotating circular flum. The 7th Int. Conf. on Hydroscience and Engineering (ICHE), Sep10-13, Philadelphia ,USA.
Lumborg, U. (2005). Modeling the deposition, erosion, and flux of cohesive sediment through Oresund. Journal of Marine System, 56:179-193.
Mehta, A.J., E.J. Hayter, W.R. Parker, R.B. Krone, and A.M. Teeter (1989). "Cohesive Sediment Transport. I: Process Description," Journal of Hydraulic Engineering, Vol. 115, No. 8, pp. 1076-1 093.
Millar, R.G., and M.C. Quick (1998). "Stable width and depth of gravel bed rivers with cohesive banks," Journal of Hydra~tlicE ngineering, Vol. 124(l O), 1005-10 1 3
Lavelle, J. W., Mofjeld, H. O., & Baker, E. T. (1984). An in-situ erosion rate for a fine-grained marine sediment. Journal of Geophysical Research 89, 6543–6552.
Roberts, J, R. Jepsen, D. Gotthard, and W. Lick (1998). "Effects of Particle Size and Bulk Density on Erosion of Quartz Particles," Journal of Hydraulic Engineering, Vol. 124, No. 12, pp. 1261-1267.
Scully, R.W., Shiffman, R.L., Olsen, H.W. and Ko,H.Y., (1984). Validation of Consolidation Properties of Phosphatic Clay at Very High Void Ratios, ASCE Symposium on Sedimentation/ Consolidation Models, San Francisco.
Stone, M., krishnappan, B.G., Emelko, M.B. (2008). The effect of bed age and shear stress on the particle morphology of eroded cohesive river sediment in an annular flume. Journal of Water Research. 42: 4179–4187.
Wang, Y.H., (2002). The intertidal erosion rate of cohesive sediment: a case study from Long Island Sound. Estuarine, Coastal and Shelf Science, 56: 891-896.
Winterwerp, J. C. van Kestern, W. G. M. van Prooijen, B. (2012). A conceptual framework for shear flow-induced erosion of soft cohesive sediment beds.
Yang, S.S and J.Y. Wang. (1996). Morphogenesis, ATP content and oxytetracycline production by Streptomyces rimosus in solid state cultivation. Journal of Appl. Bacteriol. 80:545-550.
)
