1. Al-Adili, A, Matook, J, and Shawket, S (2012). Analysis of seepage problem effects underneath Diyala weir using 2-D numerical model. In Proceeding of the 1st International Conference on Water Resources Engineering. Baghdad, Iraq: p 1-19.
2. Al-Nedawi, N.M, and Al-Hadidi, M.T (2020) Finite element analysis of seepage for Hemrin earth dam using Geo- Studio software.
Diyala Journal of Engineering Sciences, Vol. 13, No. 3, pp. 66-76.
3. Alsiede, R.S.J (2020) Numerical analysis of the geotechnical problems of seepage effects underneath Chafta weir, North East of Amara city.
Journal of Southwest Jiaotong University, Vol. 55, No. 2, pp. 15.
4. Arshad, I (2022) Finite element analysis of seepage and exit gradient underneath a hydraulic structure (weir) by using Geo-Slope (SEEP/W) software. International Journal of Alternative Fuels and Energy, Vol. 6, No. 2, pp. 18-26.
5. Darcy, H (1856) The public fountains of the city of Dijon:exhibition and application. Victor Dalmont, Vol. 27, No. 4, pp. 307-309.
6. Harza, L.F (1935) Uplift and seepage under dams on sand.
Transactions of the American Society of Civil Engineers, Vol. 100, No. 1, pp. 1352-1385.
7. Hun, K.H, and Chang, O.S (2008) The influence of K-ratio and seepage velocity on piping occurrence. Journal of Korean Society of Hazard Mitigation, Vol. 8, No. 2, pp. 129-138 (In Korean).
8. Van Iterson, F.K.Th (1916) Eenige theoretische beschouwingen over kwel. De Ingenieur, Vol. 33, pp. 629-633.
9. Jung, H.D, Kim, Y.S, Lee, M.J, Lee, S.J, Tamang, B, Heo, J, et al (2021) Behavioral characteristics and safety management plan for fill dam during water level fluctuation using numerical analysis. Journal of Korean Geosynthetics Society, Vol. 20, No. 1, pp. 45-55 (In Korean).
10. Jung, H.S, Byun, Y.S, Chun, B.S, Choi, B.H, and Kim, J.M (2010) Numerical analysis for integrity evaluation of river bank. Journal of the Korean Geoenvironmental Society, Vol. 11, No. 11, pp. 19-26 (In Korean).
11. Justin, J.D (1932). Earth dam projects. Hoboken, NJ, USA: Wiley &Sons, Inc.
12. Kovacs, G (2011). Seepage hydraulics. Amsterdam, Netherlands: Elsevier.
13. Khassaf, S.I, Al-Adili, A.S, and Rasheed, R.S (2009). Seepage analysis underneath Diyala weir foundation. In Proceedings of the 13th International Water Technology Conference. IWTC, Hurghada, Egypt: p 12-15.
14. Lee, S, Kook, J.J, and Jung, M.H (2009) Piping analysis for excavation in a embankment. Journal of Korea Institute for Structural Maintenance and Inspection, Vol. 13, No. 1, pp. 59-68.
15. Legesse, N.S, Kim, J, and Seo, D (2022) Evaluation of significant pollutant sources affecting water quality of the Geum river using pricipal component analysis. Journal of Korea Water Resources Association, Vol. 55, No. 8, pp. 577-588.
16. Pavlovsky, N.N (1933). Motion of water under dams. In Proceeding of the 1st Congress on Large Dams. Stockholm, Sweden: p 179-192.
17. Sakamoto, T (1998) A method of Analyzing measured seepage through rockfill dam and its foundation. Journal of Japan Society of Dam Engineers, Vol. 8, No. 4, pp. 244-259 (In Japanese).
18. Schaffernak, F (1917). Dbar die Standsicherheit durchlaessinger geschutter Darnme. German: Allgem Bauzeitung.
19. Seo, I, and Song, C (2011) Influence of water supply withdrawal on the river flow and water quality. KSCE Journal of Civil and Environmental Engineering, Vol. 31, No. 4, pp. 343-352 (In Korean).
20. Shin, J.H, and Lee, B.J (1996) Variation of seepage line through embankments by permeability of layer. Journal of Korean Society of Safety, Vol. 11, No. 2, pp. 109-115 (In Korean).
21. Sroka, Z, Walczak, Z, and Wosiewicz, B (2014) Description and application of a model of seepage under a weir including mechanical clogging.
Journal of Water and Land Development, Vol. 21, pp. 3-9.