[Miedema, S.A., Ramsdell, R.C., 2014. The Delft Head Loss & Limit Deposit Velocity Model. Hydrotransport, BHR Group, Denver, USA, 15 p.]Search in Google Scholar
[Newitt, D.M., Richardson, M.C., Abbott, M., Turtle, R.B., 1955. Hydraulic conveying of solids in horizontal pipes. Transactions of the Institution of Chemical Engineers, 33, 93-110.]Search in Google Scholar
[Nikuradse, J., 1933. Stromungsgesetze in rauen Rohren. VDI Forschungsheft 361, Beilage zum "Forschung auf dem Gebiete des Ingenieurwesens", Ausgabe B, Band 4. (In German.) 10.1007/BF02716946]Search in Google Scholar
[Prandl, L., 1925. Bericht uber Untersuchungen zur ausgebildeten Turbulenz. Z. angew. Math. Mech., 5, 1, 136-139. (In German.) Schlichting, H., 1968. Boundary Layer Theory. 6th ed. New York: McGraw-Hill.10.1002/zamm.19250050212]Search in Google Scholar
[Talmon, A., 2011. Hydraulic resistance of sand-water mixture flow in vertical pipes. In: Transport and Sedimentation of Solid Particles. T&S, Wroclaw, Poland, pp. 137-147.]Search in Google Scholar
[Talmon, A., 2013. Analytical model for pipe wall friction of pseudo homogeneous sand slurries. Particulate Science & Technology, 31, 3, 264-270.10.1080/02726351.2012.717588]Search in Google Scholar
[Thomas, A., 1976. Scale-up methods for pipeline transport of slurries. International Journal of Mineral Processing, 3, 51-69.10.1016/0301-7516(76)90015-6]Search in Google Scholar
[Thomas, D.G., 1965. Transport characteristics of suspensions: VIII. A note on the viscosity of Newtonian suspensions of uniform spherical particles. Journal of Colloidal Sciences, 20, 267-277.10.1016/0095-8522(65)90016-4]Search in Google Scholar
[Wilson, K.C., Addie, G.R., Clift, R., 1992. Slurry Transport using Centrifugal Pumps. Elsevier Applied Sciences, New York. ]Search in Google Scholar