| Optimal operation of water distribution pumps considering water quality ABA Sakarya, LW Mays Journal of Water Resources Planning and Management 126 (4), 210-220, 2000 | 160 | 2000 |
| Optimization of multireservoir systems by genetic algorithm O Hınçal, AB Altan-Sakarya, A Metin Ger Water resources management 25, 1465-1487, 2011 | 136 | 2011 |
| Discharge formula for rectangular sharp-crested weirs I Aydin, AB Altan-Sakarya, C Sisman Flow Measurement and Instrumentation 22 (2), 144-151, 2011 | 129 | 2011 |
| Reliablity Analysis for Design I Goulter, TM Walski, LW Mays, AB Altan Sakarya, F Bouchart, YK Tung Water distribution systems handbook, 2000 | 46 | 2000 |
| Optimal lined channel design B Aksoy, AB Altan-Sakarya Canadian Journal of Civil Engineering 33 (5), 535-545, 2006 | 42 | 2006 |
| Weir velocity formulation for sharp-crested rectangular weirs S Gharahjeh, I Aydin, AB Altan-Sakarya Flow Measurement and Instrumentation 41, 50-56, 2015 | 40 | 2015 |
| Performance of slit weir I Aydin, AB Altan-Sakarya, AM Ger Journal of Hydraulic engineering 132 (9), 987-989, 2006 | 37 | 2006 |
| Computation of discharge for simultaneous flow over weirs and below gates (H-weirs) AB Altan-Sakarya, MA Kökpınar Flow Measurement and Instrumentation 29, 32-38, 2013 | 31 | 2013 |
| Chance constrained optimization of booster chlorination in water distribution networks E Köker, AB Altan‐Sakarya Clean–Soil, Air, Water 43 (5), 717-723, 2015 | 21 | 2015 |
| Optimal operation of water distribution systems for water quality purposes AB Sakarya, LW Mays WRPMD'99: Preparing for the 21st Century, 1-11, 1998 | 21 | 1998 |
| Optimal operation of water distribution system pumps with water quality considerations ABA Sakarya, LW Mays Journal of Water Resources Planning and Management 126 (4), 210-220, 2000 | 18 | 2000 |
| Numerical modelling of contracted sharp‐crested weirs and combined weir and gate systems AB Altan‐Sakarya, MA Kokpinar, A Duru Irrigation and Drainage 69 (4), 854-864, 2020 | 16 | 2020 |
| Assessment of sediment yield estimations for large watershed areas: a case study for the Seyhan, Demirköprü and Hirfanlı reservoirs in Turkey MA Kokpinar, AB Altan-Sakarya, SY Kumcu, M Gogus Hydrological Sciences Journal 60 (12), 2189-2203, 2015 | 16 | 2015 |
| Numerical simulation of minimum B‐jumps at abrupt drops ND Tokyay, AB Altan‐Sakarya, E Eski International journal for numerical methods in fluids 56 (9), 1605-1623, 2008 | 13 | 2008 |
| Reservoir sedimentation in the Demirköprü Dam, Turkey MA Kokpinar, SY Kumcu, AB Altan-Sakarya, M Gogus Proceedings of the International Conference on Fluvial Hydraulics, River …, 2010 | 12 | 2010 |
| Closure to “Optimal Operation of Water Distribution Pumps Considering Water Quality” by A. Burcu Altan Sakarya and Larry W. Mays ABA Sakarya, LW Mays Journal of water resources planning and management 129 (1), 82-82, 2003 | 9 | 2003 |
| Models for the optimal scheduling of pumps to meet water quality AB Sakarya, FE Goldman, LW Mays Water industry systems: Modelling and optimisation applications, 379-391, 1999 | 9 | 1999 |
| Optimal scheduling of booster disinfection in water distribution networks Ç Sert, AB Altan-Sakarya Civil Engineering and Environmental Systems 34 (3-4), 278-297, 2017 | 8 | 2017 |
| Discharge formula for sharp-crested rectangular weirs S Gharahjeh, I Aydin, AB Altan-Sakarya 10th International Congress on Advances in Civil Engineering, Ankara, Turkey, 2012 | 7 | 2012 |
| Local energy losses at positive and negative steps in subcritical open channel flows ND Tokyay, AB Altan-Sakarya Water SA 37 (2), 2011 | 7 | 2011 |
