Year |
Citation |
Score |
2020 |
Valipour M, Krasilnikof J, Yannopoulos S, Kumar R, Deng J, Roccaro P, Mays L, Grismer ME, Angelakis AN. The Evolution of Agricultural Drainage from the Earliest Times to the Present Sustainability. 12: 416. DOI: 10.3390/Su12010416 |
0.322 |
|
2019 |
Khatavkar PN, Mays L. Testing an Optimization–Simulation Model for Optimal Pump and Valve Operations with Required Storage Tank Turnovers The Journal of Water Management Modeling. DOI: 10.14796/Jwmm.C464 |
0.387 |
|
2019 |
Zuloaga S, Khatavkar P, Mays L, Vittal V. Resilience of Cyber-Enabled Electrical Energy and Water Distribution Systems Considering Infrastructural Robustness Under Conditions of Limited Water and/or Energy Availability Ieee Transactions On Engineering Management. 1-17. DOI: 10.1109/Tem.2019.2937728 |
0.367 |
|
2018 |
Aljanabi AA, Mays L, Fox P. Optimization model for agricultural reclaimed water allocation using mixed-integer nonlinear programming Water. 10: 1291. DOI: 10.3390/W10101291 |
0.463 |
|
2015 |
Che D, Mays LW. Development of an Optimization/Simulation Model for Real-Time Flood-Control Operation of River-Reservoirs Systems Water Resources Management. 29: 3987-4005. DOI: 10.1007/s11269-015-1041-8 |
0.348 |
|
2015 |
Stafford N, Che D, Mays LW. Optimization Model for the Design of Infiltration Basins Water Resources Management. 29: 2789-2804. DOI: 10.1007/S11269-015-0970-6 |
0.466 |
|
2014 |
Rothman DW, Mays LW. Water resources sustainability: Development of a multiobjective optimization model Journal of Water Resources Planning and Management. 140. DOI: 10.1061/(ASCE)WR.1943-5452.0000425. |
0.374 |
|
2014 |
Aydin NY, Mays L, Schmitt T. Technical and Environmental Sustainability Assessment of Water Distribution Systems Water Resources Management. 28: 4699-4713. DOI: 10.1007/S11269-014-0768-Y |
0.447 |
|
2014 |
Aydin NY, Mays L, Schmitt T. Sustainability Assessment of Urban Water Distribution Systems Water Resources Management. 28: 4373-4384. DOI: 10.1007/S11269-014-0757-1 |
0.387 |
|
2014 |
Oxley RL, Mays LW. Optimization - Simulation Model for Detention Basin System Design Water Resources Management. 28: 1157-1171. DOI: 10.1007/s11269-014-0552-z |
0.3 |
|
2013 |
Mays L, Antoniou GP, Angelakis AN. History of Water Cisterns: Legacies and Lessons Water. 5: 1916-1940. DOI: 10.3390/W5041916 |
0.419 |
|
2013 |
Mays LW. Groundwater Resources Sustainability: Past, Present, and Future Water Resources Management. 27: 4409-4424. DOI: 10.1007/s11269-013-0436-7 |
0.313 |
|
2012 |
Angelakis A, Mays L. Evolution of Water Supply Through the Millennia Water Intelligence Online. 11: 9781780401041. DOI: 10.2166/9781780401041 |
0.428 |
|
2012 |
Travis QB, Mays LW. Closure to "Prediction of Intake Vortex Risk by Nearest Neighbors Modeling" by Quentin B. Travis and Larry W. Mays Journal of Hydraulic Engineering. 138: 375-376. DOI: 10.1061/(Asce)Hy.1943-7900.0000534 |
0.738 |
|
2011 |
Gorokhovich Y, Mays L, Ullmann L. A survey of ancient Minoan water technologies Water Science and Technology: Water Supply. 11: 388-399. DOI: 10.2166/Ws.2011.072 |
0.415 |
|
2011 |
Travis QB, Mays LW. Prediction of intake vortex risk by nearest neighbors modeling Journal of Hydraulic Engineering. 137: 701-705. DOI: 10.1061/(Asce)Hy.1943-7900.0000344 |
0.762 |
|
2008 |
Travis QB, Mays LW. Optimizing retention basin networks Journal of Water Resources Planning and Management. 134: 432-439. DOI: 10.1061/(Asce)0733-9496(2008)134:5(432) |
0.777 |
|
2007 |
Mays LW. Water sustainability of ancient civilizations in mesoamerica and the American Southwest Water Science and Technology: Water Supply. 7: 229-236. DOI: 10.2166/Ws.2007.026 |
0.375 |
|
2007 |
Mays L, Koutsoyiannis D, Angelakis AN. A brief history of urban water supply in antiquity Water Science & Technology: Water Supply. 7: 1-12. DOI: 10.2166/Ws.2007.001 |
0.403 |
|
2007 |
Travis QB, Mays LW. Relationship between Hazen-William and Colebrook-White roughness values Journal of Hydraulic Engineering. 133: 1270-1273. DOI: 10.1061/(Asce)0733-9429(2007)133:11(1270) |
0.741 |
|
2001 |
Nicklow JW, Mays LW. Optimal control of reservoir releases to minimize sedimentation in rivers and reservoirs Journal of the American Water Resources Association. 37: 197-211. DOI: 10.1111/J.1752-1688.2001.Tb05486.X |
0.696 |
|
2000 |
Sakarya ABA, Mays LW. Optimal operation of water distribution pumps considering water quality Journal of Water Resources Planning and Management. 126: 210-220. DOI: 10.1061/(ASCE)0733-9496(2000)126:4(210) |
0.411 |
|
2000 |
Nicklow JW, Mays LW. Optimization of multiple reservoir networks for sedimentation control Journal of Hydraulic Engineering. 126: 232-242. DOI: 10.1061/(Asce)0733-9429(2000)126:4(232) |
0.697 |
|
2000 |
Li G, Mays LW. Successive approximation linear quadratic regulator for estuarine management problem Water Resources Management. 14: 157-175. DOI: 10.1023/A:1026576129765 |
0.566 |
|
1999 |
Goldman FE, Mays LW. The application of simulated annealing to the optimal operation of water systems Wrpmd 1999: Preparing For the 21st Century. DOI: 10.1061/40430(1999)56 |
0.389 |
|
1999 |
Sakarya AB, Mays LW. Optimal operation of water distribution systems for water quality purposes Wrpmd 1999: Preparing For the 21st Century. DOI: 10.1061/40430(1999)54 |
0.431 |
|
1999 |
Tang A, Mays LW. Optimal operation of soil aquifer treatment systems under uncertainty using genetic algorithms Wrpmd 1999: Preparing For the 21st Century. DOI: 10.1061/40430(1999)176 |
0.379 |
|
1999 |
Nicklow JW, Mays LW. Operation of multiple reservoir systems to control sedimentation in rivers and reservoirs Wrpmd 1999: Preparing For the 21st Century. DOI: 10.1061/40430(1999)105 |
0.7 |
|
1999 |
Tuncok IK, Mays LW. Feedback method of control for estuary management Water Resources Management. 13: 315-334. DOI: 10.1023/A:1008173630360 |
0.448 |
|
1998 |
Tang A, Mays LW. Genetic algorithms for optimal operation of soil aquifer treatment systems Water Resources Management. 12: 375-396. DOI: 10.1023/A:1008030612068 |
0.736 |
|
1997 |
Zhao B, Mays L. Calibration and Control for Estuary System under Uncertainty Water Resources Management. 11: 339-363. DOI: 10.1023/A:1007971822144 |
0.459 |
|
1997 |
Mays LW. Optimal control of hydrosystems Optimal Control of Hydrosystems. |
0.347 |
|
1995 |
Li G, Mays LW. Differential dynamic programming for estuarine management Journal of Water Resources Planning and Management. 121: 455-462. DOI: 10.1061/(Asce)0733-9496(1995)121:6(455) |
0.577 |
|
1995 |
Carriaga CC, Mays LW. Optimal control approach for sedimentation control in alluvial rivers Journal of Water Resources Planning and Management. 121: 408-417. DOI: 10.1061/(ASCE)0733-9496(1995)121:6(408) |
0.39 |
|
1995 |
Carriaga CC, Mays LW. Optimization modeling for sedimentation in alluvial rivers Journal of Water Resources Planning and Management. 121: 251-259. DOI: 10.1061/(ASCE)0733-9496(1995)121:3(251) |
0.321 |
|
1994 |
Kim JH, Mays LW. Optimal rehabilitation model for water-distribution systems Journal of Water Resources Planning and Management. 120: 674-692. DOI: 10.1061/(ASCE)0733-9496(1994)120:5(674) |
0.613 |
|
1994 |
Mao N, Mays LW. Goal programming models for determining freshwater inflows to estuaries Journal of Water Resources Planning and Management. 120: 316-329. DOI: 10.1061/(ASCE)0733-9496(1994)120:3(316) |
0.307 |
|
1994 |
Bao Y, Mays LW. Optimization of freshwater inflows to Lavaca-Tres Palacios, Texas, Estuary Journal of Water Resources Planning and Management. 120: 218-236. DOI: 10.1061/(Asce)0733-9496(1994)120:2(218) |
0.782 |
|
1994 |
Bao Y, Mays LW. New methodology for optimization of freshwater inflows to estuaries Journal of Water Resources Planning and Management. 120: 199-217. DOI: 10.1061/(Asce)0733-9496(1994)120:2(199) |
0.79 |
|
1994 |
Chaudhry MH, Mays LW. Computer modelling of free-surface and pressurized flows. Proceedings of the NATO Advanced Study Institute, Pullman, USA, June 1993 . |
0.33 |
|
1992 |
Carriaga CC, Mays LW. Chance-constrained optimization model for determining river discharges to control sedimentation . |
0.335 |
|
1991 |
Brion LM, Mays LW. Methodology for optimal operation of pumping stations in water distribution systems Journal of Hydraulic Engineering. 117: 1551-1569. DOI: 10.1061/(ASCE)0733-9429(1991)117:11(1551) |
0.386 |
|
1990 |
Bao Y, Mays LW. Model for water distribution system reliability Journal of Hydraulic Engineering. 116: 1119-1137. DOI: 10.1061/(Asce)0733-9429(1990)116:9(1119) |
0.768 |
|
1990 |
Duan N, Mays LW. Reliability analysis of pumping systems Journal of Hydraulic Engineering. 116: 230-248. DOI: 10.1061/(Asce)0733-9429(1990)116:2(230) |
0.588 |
|
1990 |
Kim JH, Mays LW. Rehabilitation and replacement of water distribution system components considering uncertainties Stochastic Hydrology and Hydraulics. 4: 277-294. DOI: 10.1007/BF01544082 |
0.624 |
|
1990 |
Unver OI, Mays LW. Model for real-time optimal flood control operation of a reservoir system Water Resources Management. 4: 21-46. DOI: 10.1007/BF00429923 |
0.332 |
|
1989 |
Lansey KE, Mays LW. Optimization model for water distribution system design Journal of Hydraulic Engineering. 115: 1401-1418. DOI: 10.1061/(Asce)0733-9429(1989)115:10(1401) |
0.696 |
|
1989 |
Brion LM, Mays LW. Methodology for optimal operation of pumps in water distribution systems . |
0.351 |
|
1989 |
Ning DA, Mays LW. Optimal reliability-based design and operation of pumping and distribution systems . |
0.39 |
|
1987 |
Walski TM, Brill ED, Gessler J, Goulter IC, Jeppson RM, Lansey K, Lee H, Liebman JC, Mays L, Morgan DR, Ormsbee L. Battle of the Network Models: Epilogue Journal of Water Resources Planning and Management. 113: 191-203. DOI: 10.1061/(Asce)0733-9496(1987)113:2(191) |
0.669 |
|
1984 |
Ünver O, Mays LW. Optimal Determination of Loss Rate Functions and Unit Hydrographs Water Resources Research. 20: 203-214. DOI: 10.1029/Wr020I002P00203 |
0.723 |
|
1983 |
Schwartz M, Mays LW. Models for water reuse and wastewater planning Journal of Environmental Engineering (United States). 109: 1128-1147. DOI: 10.1061/(ASCE)0733-9372(1983)109:5(1128) |
0.373 |
|
1983 |
Matsumoto J, Mays LW. Capacity Expansion model for large‐scale water‐energy systems Water Resources Research. 19: 593-607. DOI: 10.1029/Wr019I003P00593 |
0.733 |
|
1982 |
Mays LW, Taur C‐. Unit hydrographs via nonlinear programing Water Resources Research. 18: 744-752. DOI: 10.1029/WR018i004p00744 |
0.301 |
|
1981 |
Ocanas G, Mays LW. Water reuse planning models: Extensions and applications Water Resources Research. 17: 1311-1327. DOI: 10.1029/Wr017I005P01311 |
0.761 |
|
1981 |
Lall U, Mays LW. Model for planning water‐energy systems Water Resources Research. 17: 853-865. DOI: 10.1029/Wr017I004P00853 |
0.6 |
|
1981 |
Tung Y‐, Mays LW. Optimal risk‐based design of flood levee systems Water Resources Research. 17: 843-852. DOI: 10.1029/WR017i004p00843 |
0.33 |
|
1981 |
Ocanas G, Mays LW. A model for water reuse planning Water Resources Research. 17: 25-32. DOI: 10.1029/Wr017I001P00025 |
0.754 |
|
1978 |
Mays LW, Tung YK. Methodology for analyzing effects of urbanization on water resource systems . |
0.315 |
|
1976 |
Mays LW, Wenzel HG. Optimal design of multilevel branching sewer systems Water Resources Research. 12: 913-917. DOI: 10.1029/Wr012I005P00913 |
0.773 |
|
1975 |
Mays LW, Yen BC. Optimal cost design of branched sewer systems Water Resources Research. 11: 37-47. DOI: 10.1029/Wr011I001P00037 |
0.632 |
|
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