[1] Hydraulic Institute (1998) American National Standard for Pump Intake Design. ANSI, New York.
[2] Prosser, M.J. (1977) The Hydraulic Design of Pump Sumps and Intakes. British Hydromechanics Research Association/Construction Industry Research & Information Association.
[3] Padmanabhan, M. and Hecker, G.E. (1984) Scale Effects in Pump Sump Models. Journal of Hydraulic Engineering, 110, 1540-1556.
http://dx.doi.org/10.1061/(ASCE)0733-9429(1984)110:11(1540)
[4] Knauss, J. (1987) Swirling Flow Problems at Intakes. Hydraulic Structures Design Manual, 1AA, Balkema, Rotterdam.
[5] Flygt (2002) Design Recommendations for Pumping Stations with Dry Installed Submersible Pumps. Flygt, Stockholm.
[6] Werth, D. and Frizzell, C. (2009). Minimum Pump Submergence to Prevent Surface Vortex Formation. Journal of Hydraulic Research, 47, 142-144.
http://dx.doi.org/10.3826/jhr.2009.2699
[7] Kleynhans, S.H. (2012) Physical Hydraulic Model Investigation of Critical Submergence for Raised Pump Intakes. Stellenbosch University, Stellenbosch.
[8] Swaroop, R. (1973) Vortex Formation at Intakes. ME Dissertation, University of Roorkee, Roorkee.
[9] Ansar, M. and Nakato, T. (2001) Experimental Study of 3D Pump-Intake Flows with and without Cross Flow. Journal of Hydraulic Engineering, 127, 825-834.
http://dx.doi.org/10.1061/(ASCE)0733-9429(2001)127:10(825)
[10] Hundley, K. (2012) Modelling of a Pump Intake with a Single Phase CFD Model. Stellenbosch University, Stellenbosch.
[11] Ahmad, Z., et al. (2004) Critical Submergence for Horizontal Intakes in open Channels Flows. Dam Engineering, 19, 71-90.
[12] Tomoyoshi, O. and Kyoji, K. (2005) CFD Simulation of Flow in Model Pump Sumps for Detection of Vortices. 8th Asian International Fluid Conference, 12-15 October 2005, Yichang, 14.