| Year |
Citation |
Score |
| 2021 |
Chang DE, Yoo DG, Kim JH. A Study on the Practical Pressure-Driven Hydraulic Analysis Method Considering Actual Water Supply Characteristics of Water Distribution Network Sustainability. 13: 2793. DOI: 10.3390/SU13052793 |
0.331 |
|
| 2020 |
Min KW, Choi YH, Kim JH. Development of a Cyberattack Detection Model for a Water Distribution System using Water Quality and Hydraulic Criteria Journal of the Korean Society of Hazard Mitigation. 20: 47-56. DOI: 10.9798/kosham.2020.20.5.47 |
0.34 |
|
| 2020 |
Chang DE, Yoo DG, Kim JH. Practical Head-Outflow Relationship Definition Methodology That Accounts for Varied Water-Supply Methods Sustainability. 12: 4755. DOI: 10.3390/su12114755 |
0.374 |
|
| 2019 |
Lee HM, Jung D, Sadollah A, Yoo DG, Kim JH. Generation of benchmark problems for optimal design of water distribution systems Water. 11: 1637. DOI: 10.3390/W11081637 |
0.305 |
|
| 2019 |
Lee SM, Lee HM, Yoo DG, Kim JH. A Comparative Study on a Hydraulic and Water-Quality Analysis Method for Determining Rechlorination Injection Points for a Water-Supply Network Water. 11: 697. DOI: 10.3390/W11040697 |
0.357 |
|
| 2019 |
Choi Y, Kim J. Development of Multi-Objective Optimal Redundant Design Approach for Multiple Pipe Failure in Water Distribution System Water. 11: 553. DOI: 10.3390/W11030553 |
0.365 |
|
| 2019 |
Choi YH, Lee HM, Choi J, Yoo DG, Kim JH. Development of Practical Design Approaches for Water Distribution Systems Applied Sciences. 9: 5117. DOI: 10.3390/app9235117 |
0.3 |
|
| 2019 |
Choi YH, Kim JH. Topological and mechanical redundancy-based optimal design of water distribution systems in many-objective optimization Engineering Optimization. 52: 1974-1991. DOI: 10.1080/0305215x.2019.1688798 |
0.32 |
|
| 2019 |
Anvari S, Kim J, Moghaddasi M. The role of meteorological and hydrological uncertainties in the performance of optimal water allocation approaches Irrigation and Drainage. 68: 342-353. DOI: 10.1002/IRD.2315 |
0.312 |
|
| 2018 |
Choi YH, Jung D, Jun H, Kim JH. Improving Water Distribution Systems Robustness through Optimal Valve Installation Water. 10: 1223. DOI: 10.3390/W10091223 |
0.31 |
|
| 2018 |
Jung D, Kim JH. Water Distribution System Design to Minimize Costs and Maximize Topological and Hydraulic Reliability Journal of Water Resources Planning and Management. 144: 6018005. DOI: 10.1061/(Asce)Wr.1943-5452.0000975 |
0.376 |
|
| 2018 |
Jung D, Kim JH. Using mechanical reliability in multiobjective optimal meter placement for pipe burst detection Journal of Water Resources Planning and Management. 144: 4018031. DOI: 10.1061/(Asce)Wr.1943-5452.0000953 |
0.362 |
|
| 2018 |
Jung D, Kang D, Kim JH. Development of a hybrid harmony search for water distribution system design Ksce Journal of Civil Engineering. 22: 1-9. DOI: 10.1007/S12205-017-1864-3 |
0.306 |
|
| 2018 |
Lee S, Yoo DG, Jung D, Kim JH. Application of life cycle energy analysis for designing a water distribution network International Journal of Life Cycle Assessment. 23: 1-18. DOI: 10.1007/S11367-017-1346-3 |
0.309 |
|
| 2017 |
Jung D, Kim JH. Robust meter network for water distribution pipe burst detection Water. 9: 820. DOI: 10.3390/W9110820 |
0.353 |
|
| 2017 |
Choi YH, Lee HM, Yoo DG, Kim JH. Self-adaptive multi-objective harmony search for optimal design of water distribution networks Engineering Optimization. 49: 1957-1977. DOI: 10.1080/0305215X.2016.1273910 |
0.314 |
|
| 2017 |
Choi YH, Jung D, Lee HM, Yoo DG, Kim JH. Improving the Quality of Pareto Optimal Solutions in Water Distribution Network Design Journal of Water Resources Planning and Management. 143: 4017036. DOI: 10.1061/(Asce)Wr.1943-5452.0000785 |
0.336 |
|
| 2017 |
Yoo DG, Jung D, Kang D, Kim JH. Seismic Reliability–Based Multiobjective Design of Water Distribution System: Sensitivity Analysis Journal of Water Resources Planning and Management. 143: 6016005. DOI: 10.1061/(Asce)Wr.1943-5452.0000727 |
0.432 |
|
| 2017 |
Jamshid Mousavi S, Anzab NR, Asl-Rousta B, Kim JH. Multi-Objective Optimization-Simulation for Reliability-Based Inter-Basin Water Allocation Water Resources Management. 31: 3445-3464. DOI: 10.1007/s11269-017-1678-6 |
0.32 |
|
| 2016 |
Yoo DG, Jung D, Kang D, Kim JH. Seismic-reliability-based optimal layout of awater distribution network Water (Switzerland). 8. DOI: 10.3390/W8020050 |
0.424 |
|
| 2016 |
Lee HM, Yoo DG, Kang D, Jun H, Kim JH. Uncertainty quantification of pressure-driven analysis for water distribution network modeling Water Science and Technology: Water Supply. 16: 599-610. DOI: 10.2166/ws.2015.168 |
0.346 |
|
| 2016 |
Jung D, Lansey KE, Choi YH, Kim JH. Robustness-based optimal pump design and scheduling for water distribution systems Journal of Hydroinformatics. 18: 500-513. DOI: 10.2166/Hydro.2015.091 |
0.607 |
|
| 2016 |
Lee HM, Yoo DG, Sadollah A, Kim JH. Optimal cost design of water distribution networks using a decomposition approach Engineering Optimization. 1-16. DOI: 10.1080/0305215X.2016.1157689 |
0.378 |
|
| 2016 |
Parehkar A, Mousavi SJ, Kim JH. Automated Calibration and Optimization of Water Planning and Allocation Models: Gilan Case Study Journal of Water Resources Planning and Management. 142: 05016011. DOI: 10.1061/(ASCE)WR.1943-5452.0000705 |
0.311 |
|
| 2016 |
Jung D, Yoo DG, Kang D, Kim JH. Linear model for estimating water distribution system reliability Journal of Water Resources Planning and Management. 142: 04016022. DOI: 10.1061/(Asce)Wr.1943-5452.0000664 |
0.333 |
|
| 2016 |
Lee HM, Yoo DG, Kim JH, Kang D. Hydraulic simulation techniques for water distribution networks to treat pressure deficient conditions Journal of Water Resources Planning and Management. 142. DOI: 10.1061/(ASCE)WR.1943-5452.0000624 |
0.349 |
|
| 2016 |
Yoo DG, Jung D, Kang D, Kim JH, Lansey K. Seismic hazard assessment model for urban water supply networks Journal of Water Resources Planning and Management. 142. DOI: 10.1061/(Asce)Wr.1943-5452.0000584 |
0.538 |
|
| 2016 |
Yoo DG, Kang D, Kim JH. Optimal design of water supply networks for enhancing seismic reliability Reliability Engineering and System Safety. 146: 79-88. DOI: 10.1016/j.ress.2015.10.001 |
0.347 |
|
| 2016 |
Yoo DG, Jung D, Lee HM, Choi YH, Kim JH. Seismic reliability-based design of water distribution networks using multi-objective harmony search algorithm Advances in Intelligent Systems and Computing. 382: 459-467. DOI: 10.1007/978-3-662-47926-1_43 |
0.318 |
|
| 2015 |
Yoo do G, Lee HM, Sadollah A, Kim JH. Optimal pipe size design for looped irrigation water supply system using harmony search: Saemangeum project area. Thescientificworldjournal. 2015: 651763. PMID 25874252 DOI: 10.1155/2015/651763 |
0.386 |
|
| 2015 |
Lee S, Yoo DG, Jung D, Kim JH. Optimal Life Cycle design of Water Pipe System using Genetic Algorithm The Korea Academia-Industrial Cooperation Society. 16: 4216-4227. DOI: 10.5762/Kais.2015.16.6.4216 |
0.339 |
|
| 2015 |
Yoo DG, Chung G, Sadollah A, Kim JH. Applications of network analysis and multi-objective genetic algorithm for selecting optimal water quality sensor locations in water distribution networks Ksce Journal of Civil Engineering. 19: 2333-2344. DOI: 10.1007/S12205-015-0273-8 |
0.342 |
|
| 2014 |
Lee C, Paik K, Yoo do G, Kim JH. Efficient method for optimal placing of water quality monitoring stations for an ungauged basin. Journal of Environmental Management. 132: 24-31. PMID 24269932 DOI: 10.1016/J.Jenvman.2013.10.012 |
0.31 |
|
| 2014 |
Yoo DG, Yoon JS, Lee HM, Kang D, Kim JH. Development and Application of Leakage Detection Model for Water Distribution Networks considering Uncertainty Analysis Journal of Korean Society of Hazard Mitigation. 14: 177-185. DOI: 10.9798/KOSHAM.2014.14.3.177 |
0.349 |
|
| 2014 |
Sadollah A, Yoo DG, Kim JH. Improved mine blast algorithm for optimal cost design of water distribution systems Engineering Optimization. 47: 1602-1618. DOI: 10.1080/0305215X.2014.979815 |
0.359 |
|
| 2014 |
Jung D, Kang D, Kim JH, Lansey K. Robustness-Based Design of Water Distribution Systems Journal of Water Resources Planning and Management. 140: 04014033. DOI: 10.1061/(Asce)Wr.1943-5452.0000421 |
0.57 |
|
| 2014 |
Marchi A, Salomons E, Ostfeld A, Kapelan Z, Simpson AR, Zecchin AC, Maier HR, Wu ZY, Elsayed SM, Song Y, Walski T, Stokes C, Wu W, Dandy GC, Alvisi S, ... ... Kim JH, et al. Battle of the Water Networks II Journal of Water Resources Planning and Management. 140. DOI: 10.1061/(Asce)Wr.1943-5452.0000378 |
0.366 |
|
| 2014 |
Lee S, Yoo D, Kim J. Optimal Design of Water Distribution System Using Demand Forecasting OLED Model Procedia Engineering. 70: 1008-1016. DOI: 10.1016/J.PROENG.2014.02.112 |
0.381 |
|
| 2013 |
Jung D, Kang D, Chung G, Kim JH. Comparison of the robustness-based optimal designs of water distribution systems in three different formulations Journal of Hydroinformatics. 15: 1425-1436. DOI: 10.2166/Hydro.2013.055 |
0.38 |
|
| 2012 |
Yoo do G, Chang DE, Jun H, Kim JH. Optimization of pressure gauge locations for water distribution systems using entropy theory. Environmental Monitoring and Assessment. 184: 7309-22. PMID 22258740 DOI: 10.1007/s10661-011-2500-1 |
0.318 |
|
| 2012 |
Yoon JS, Yoo DG, Lee HM, Kim JH. Optimal Leakage Detection Model of Water Distribution Systems Using Semi-Pressure Driven Analysis and Harmony Search Journal of Korean Society of Hazard Mitigation. 12: 23-31. DOI: 10.9798/KOSHAM.2012.12.3.023 |
0.334 |
|
| 2012 |
Ostfeld A, Salomons E, Ormsbee L, Uber JG, Bros CM, Kalungi P, Burd R, Zazula-Coetzee B, Belrain T, Kang D, Lansey K, Shen H, McBean E, Wu ZY, Walski T, ... ... Kim JH, et al. Battle of the water calibration networks Journal of Water Resources Planning and Management. 138: 523-532. DOI: 10.1061/(Asce)Wr.1943-5452.0000191 |
0.552 |
|
| 2012 |
Park CH, Joo JG, Kim JH. Integrated washland optimization model for flood mitigation using multi-objective genetic algorithm Journal of Hydro-Environment Research. 6: 119-126. DOI: 10.1016/j.jher.2012.01.004 |
0.304 |
|
| 2012 |
Yoo DG, Suh MY, Kim JH, Jun H, Chung G. Subsystem-based pressure dependent demand analysis in water distribution systems using effective supply Ksce Journal of Civil Engineering. 16: 457-464. DOI: 10.1007/S12205-012-1448-1 |
0.401 |
|
| 2010 |
Baek C, Jun H, Kim J. Estimating the Reliability of Water Distribution Systems Using HSPDA Model and Distance Measure Method Journal of Korea Water Resources Association. 43: 769-780. DOI: 10.3741/JKWRA.2010.43.9.769 |
0.301 |
|
| 2010 |
Baek C, Jun H, Kim J. Estimation of the Reliability of Water Distribution Systems using HSPDA Model and ADF Index Journal of Korea Water Resources Association. 43: 201-210. DOI: 10.3741/JKWRA.2010.43.2.201 |
0.305 |
|
| 2010 |
Chung G, Kim T, Lee J, Kim J. Optimization of Water Reuse System under Uncertainty Journal of Korea Water Resources Association. 43: 131-138. DOI: 10.3741/Jkwra.2010.43.2.131 |
0.352 |
|
| 2009 |
Ryu G, Chung G, Lee J, Kim J. Optimization of Multi-reservoir Operation with a Hedging Rule: Case Study of the Han River Basin Journal of Korea Water Resources Association. 42: 643-657. DOI: 10.3741/Jkwra.2009.42.8.643 |
0.362 |
|
| 2009 |
Chung G, Chang D, Yoo D, Jun H, Kim J. Determination of optimal pressure monitoring locations for water distribution systems using entropy theory. Journal of Korea Water Resources Association. 42: 537-546. DOI: 10.3741/Jkwra.2009.42.7.537 |
0.335 |
|
| 2008 |
Chung G, Kim JH, Kim T. System dynamics modeling approach to water supply system Ksce Journal of Civil Engineering. 12: 275-280. DOI: 10.1007/S12205-008-0275-X |
0.32 |
|
| 2005 |
Kim E, Baek C, Kim J. Estimate of pipe deterioration and optimal scheduling of rehabilitation Water Supply. 5: 39-46. DOI: 10.2166/WS.2005.0020 |
0.381 |
|
| 2004 |
Kim J, Baek C, Jo D, Kim E, Park M. Optimal planning model for rehabilitation of water networks Water Supply. 4: 133-148. DOI: 10.2166/WS.2004.0050 |
0.419 |
|
| 2004 |
Chung G, Lansey KE, Kim TW, Kim JH. Two-dimensional flood modeling of the Santa Cruz River in Tucson, Arizona using RMA2 Proceedings of the 2004 World Water and Environmetal Resources Congress: Critical Transitions in Water and Environmetal Resources Management. 2452-2462. |
0.505 |
|
| 2003 |
Kim E, Park M, Kim J. Development of Optimal Rehabilitation Model for Water Distribution System Based on Prediction of Pipe Deterioration (II) - Application and Analysis - Journal of Korea Water Resources Association. 36: 61-74. DOI: 10.3741/JKWRA.2003.36.1.061 |
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) |
0.592 |
|
| 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 |
0.598 |
|
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