Ayşe Burcu Altan-Sakarya
Ayşe Burcu Altan-Sakarya
Verified email at metu.edu.tr
Title
Cited by
Cited by
Year
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
1412000
Optimization of multireservoir systems by genetic algorithm
O Hınçal, AB Altan-Sakarya, AM Ger
Water resources management 25 (5), 1465-1487, 2011
1012011
Discharge formula for rectangular sharp-crested weirs
I Aydin, AB Altan-Sakarya, C Sisman
Flow Measurement and Instrumentation 22 (2), 144-151, 2011
822011
Performance of slit weir
I Aydin, AB Altan-Sakarya, AM Ger
Journal of Hydraulic engineering 132 (9), 987-989, 2006
332006
Optimal lined channel design
B Aksoy, AB Altan-Sakarya
Canadian Journal of Civil Engineering 33 (5), 535-545, 2006
302006
Weir velocity formulation for sharp-crested rectangular weirs
S Gharahjeh, I Aydin, AB Altan-Sakarya
Flow Measurement and Instrumentation 41, 50-56, 2015
262015
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
192013
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
192000
Optimal operation of water distribution systems for water quality purposes
AB Sakarya, LW Mays
WRPMD'99: Preparing for the 21st Century, 1-11, 1999
171999
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
112008
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
82015
Models for the optimal scheduling of pumps to meet water quality
AB Sakarya, FE Goldman, LW Mays
Water Industry Systems: Modelling and Optimisation Applications (ed. DA …, 1999
81999
Chance constrained optimization of booster chlorination in water distribution networks
E Köker, AB Altan‐Sakarya
CLEAN–Soil, Air, Water 43 (5), 717-723, 2015
62015
Local energy losses at positive and negative steps in subcritical open channel flows
ND Tokyay, AB Altan-Sakarya
Water SA 37 (2), 2011
62011
Reservoir sedimentation in the Demirköprü Dam, Turkey
MA Kokpinar, SY Kumcu, A Altan-Sakarya, M Gogus
River Flow 2010, 1125-1130, 2010
62010
Closure to “optimal operation of water distribution pumps considering water quality”
ABA Sakarya, L Mays
Journal of water resources planning and management 129 (1), 82, 2003
62003
Optimal operation of water systems
FE Goldman, ABA Sakarya, LW Mays
Urban water supply handbook, 12.1-12.39, 2002
62002
Numerical simulation of A-type hydraulic jumps at positive steps
ABA Sakarya, ND Tokyay
Canadian Journal of Civil Engineering 27 (4), 805-813, 2000
62000
Discharge formula for sharp-crested rectangular weirs
S Gharahjeh, I Aydin, AB Altan-Sakarya
10Th International Congress On Advances In Civil Engineering ACE, Ankara, Turkey, 2012
52012
Laleli Dam and HEPP Spillway Hydraulic Model Studies. Hydromechanics Laboratory
I Aydin, M Göğüş, AB Altan-Sakarya, M Köken
Civil Engineering Department, METU, 2012
52012
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