[1] Ansar, M. (1997). Experimental and theoretical studies of pump-approach flow distributions at water intakes. The University of Iowa.
[2] Ansar, M. & Nakato, T. (2001). Experimental study of 3D pump-intake flows with and without cross flow.
Journal of Hydraulic Engineering, 127(10)
, 825-834.
https://doi.org/10.1061/(ASCE)0733-9429(2001)127:10(825)
[3] ANSI/HI 9.8-2012; American National Standards Institute. (2012). American National Standard for Rotodynamic Pumps for Pump Intake Design. Hydraulic Institute.
[4] Ayaz, M., Namazi, M. A., ud Din, M. A., Ershath, M. M., & Mansour, A. (2022). Sustainable seawater desalination: current status, environmental implications and future expectations.
Desalination, 540, 116022.
https://doi.org/10.1016/j.desal.2022.116022
[5] Celik, I., & Rodi, W. (1984). Simulation of free-surface effects in turbulent channel flows. Physicochemical Hydrodynamics, 5(3-4), 217-227.
[6] Choi, J. W., Choi, Y. D., Kim, C. G., & Lee, Y. H. (2010). Flow uniformity in a multi-intake pump sump model. Journal of Mechanical Science and Technology, 24 (7), 1389-1400. https://doi.org/10.1007/s12206-010-0413-5
[7] Chuang, W. L., Hsiao, S. C., & Hwang, K. S. (2014). Numerical and experimental study of pump sump flows.
Mathematical problems in engineering, 2014.
https://doi.org/10.1155/2014/735416
[8] Constantinescu, G. S. & Patel, V. C. (1998). Numerical model for simulation of pump-intake flow and vortices.
Journal of Hydraulic Engineering, 124(2),
123-134.
https://doi.org/10.1061/(ASCE)0733-9429(1998)124:2(123)
[9] Dimas, A. A., & Vouros, A. P. (2012). Effect of cross-flow velocity at forebay on swirl in pump suction pipe: Hydraulic model of seawater intake at Aliveri Power Plant in Greece.
Journal of Hydraulic Engineering, 138(9), 812-816.
https://doi.org/10.1061/(ASCE)HY.1943-7900.0000576
[10] Elsaid, K., Kamil, M., Sayed, E. T., Abdelkareem, M. A., Wilberforce, T., & Olabi, A. (2020). Environmental impact of desalination technologies: a review.
Science of the Total Environment, 748, 141528.
https://doi.org/10.1016/j.scitotenv.2020.141528
[11] Gordon, J. (1970). Vortices at intakes. Journal of Water Power, 22(4), 137-138.
[12] Hwang, K. S. & Yang, C. H. (2003). Hydraulics model testing of circulating-water pump sump in Shen-Ho power plant. Research Report 293. Taiwan Hydraulics Laboratory, Tainan.
[13] Issa, A., Bayeul-Lainé, A. C., & Bois, G. (2008, October). Numerical simulation of flow field formed in water pump-sump. In 24th Symposium on Hydraulic Machinery and Systems. Foz Do Iguassu, Brazil.
[14] Kim, C. G., Choi, Y. D., Choi, J. W. & Lee, Y. H. (2010). A Study on the effectiveness of an anti-vortex device in the sump model by experiment and CFD. In 26th IAHR Symposium on Hydraulic Machinery and Systems. Beijing, China.
[15] Launder, B.E. (1989). Second-moment closure and its use in modeling turbulent industrial flows.
International Journal of Numerical Methods in Fluids, 9, 963–985.
https://doi.org/10.1002/fld.1650090806
[16] Leschziner, M. A., & Rodi, W. (1979). Calculation of strongly curved open channel flow.
Journal of the Hydraulics Division, 105(10), 1297-1314.
https://doi.org/10.1061/JYCEAJ.0005286
[17] Li, S., Lai, Y., Weber, L., Silva, J. M., & Patel, V. C. (2004). Validation of a three-dimensional numerical model for water-pump intakes.
Journal of Hydraulic Research, 42(3), 282-292.
https://doi.org/10.1080/00221686.2004.9728393
[18] Longo, D., Dimakopoulos, A., & Willoughby, I. (2022). Numerical modelling of pump intakes: compliance with standard performance criteria. Proceedings of the 39th IAHR World Congress. Granada, Spain.
[19] Mitra, P., Gudibande, N., Iyer, K., & Eldho, T. I. (2015). Algorithm for estimating swirl angles in multi-intake hydraulic sumps. arXiv preprint arXiv:1509.01709.
[20] Nasr, A., Yang, F., Zhang, Y., Wang, T., & Hassan, M. (2021). Analysis of the flow pattern and flow rectification measures of the side-intake forebay in a multi-unit pumping station.
Water, 13 (15), 2025.
https://doi.org/10.3390/w13152025
[21] Pulido-Bosch, A., Vallejos, A., & Sola, F. (2019). Methods to supply seawater to desalination plants along the spanish mediterranean coast and their associated issues.
Environmental Earth Sciences, 78, 1-9. https://doi.org/
10.1007/s12665-019-8298-9
[22] Safarzadeh, A., & Brevis, W. (2016). Assessment of 3D-RANS models for the simulation of topographically forced shallow flows.
Journal of Hydrology and Hydromechanics, 64(1), 83-90.
https://doi.org/10.1515/johh-2016-0008
[23] Safarzadeh, A., Talebi, M., & Mohajeri, S. H. (2020). Numerical study of the surface and subsurface vortices suppression in a rectangular pump basin using anti‐vortex devices.
Water and Environment Journal, 34, 454-467.
https://doi.org/10.1111/wej.12545
[24] Song, X. J., Yao, R., Chao, L., & Wang, Z. W. (2021). Study of the formation and dynamic characteristics of the vortex in the pump sump by CFD and experiment. Journal of Hydrodynamics, 33 (6), 1202–1215. https://doi.org/10.1007/s42241-021-0095-8
[25] Tokyay, T. E., & Constantinescu, S. G. (2006). Validation of a large-eddy simulation model to simulate flow in pump intakes of realistic geometry.
Journal of hydraulic Engineering, 132(12), 1303-1315.
https://doi.org/10.1061/(ASCE)0733-9429(2006)132:12(1303)
[26] Tsou, J. L., Melville, B. W., Ettema, R., & Nakato, T. (1994). Review of flow problems at water intake pump sumps (No. CONF-941007-). American Society of Mechanical Engineers, New York, NY (United States).
[27] Yamini, O. A., Movahedi, A., Mousavi, S. H., Kavianpour, M. R., & Kyriakopoulos, G. L. (2022). Hydraulic performance of seawater intake system using CFD modeling.
Journal of Marine Science and Engineering, 10(7), 988.
https://doi.org/10.3390/jmse10070988
[28] Zhang, C., Yan, H., Jamil, M. T., & Yu, Y. (2022). Improvement of the flow pattern of a forebay with a side-intake pumping station by diversion piers based on orthogonal test method.
Water, 14(17), 2663.
https://doi.org/10.3390/w14172663
[29] Zhang, W., Tang, F., Shi, L., Hu, Q., & Zhou, Y. (2020). Effects of an inlet vortex on the performance of an axial-flow pump.
Energies, 13(11), 2854.
https://doi.org/10.3390/en13112854