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Optimal ground-water remediation methods applied to a superfund site: from formulation to implementation. Groundwater. 33(1):58–70.. 1995.
Observed integral abutment bridge substructure response. Engineering Structures. 56:1177–1191.. 2013.
Optimal drought management using sampling stochastic dynamic programming with a hedging rule. Journal of Water Resources Planning and Management. 137(1):113-122.. 2011.
Optimal routing policy problems in stochastic time-dependent networks. Transportation Research Part B. 40(2):93–122.. 2006.
Oxidation of manganese (II) with ferrate: Stoichiometry, kinetics, products and impact of organic carbon. Chemosphere. 159:457-464.. 2016.
Optimal paths in dynamic networks with dependent random link travel times. Transportation Research Part B. 46(5):579-598.. 2012.
Origins of filter effluent particles: experimental study of particle deposition and detachment. Water Science Technology. 50(12):215-222.. 2004.
Operational and Safety-based Analyses of Varied Toll Plaza Configurations. Road Safety and Simulation–International Conference.. 2013.
Optimal Plume Capture Design in Unconfined Aquifers. Physicochemical Groundwater Remediation. :23-44.. 2002.
Optimization of water quality monitoring networks. Journal of Water Resources Planning and Management. 111(4):478-493.. 1985.
Operational guidance during droughts: Expert system approach. Journal of Water Resources Planning and Management. 114(6). 1988.
Oxidation of iron and manganese by ozone. Ozone: Science & Engineering: The Journal of the International Ozone Association . 13(6):675-695.. 1991.
The ozonation of organic halide precursors: effect of bicarbonate. Water Research. 20(8):987-998.. 1986.
Optimal Use of Ozonation and GAC in Direct Filtration for Drinking Water Treatment. Chemical Water and Wastewater Treatment III. :155-171.. 1994.
Optimizing Water Supply Protection: Measurements, Models and Management. Safe Drinking Water: Where Science Meets Policy.. 2006.
Optimal use of ozonation and GAC in direct filtration for drinking water treatment. 6th Gothenburg Symposium. Chemical Water and Wastewater Treatment III:155-171.. 1994.
Optimal groundwater remediation with well location as a decision variable: model development. Water Resources Research. 30(5):1605–1618.. 1994.
Optimal cycle length formulas for intersections with or without transit signal priority. Transportation Research Record: Journal of the Transportation Research Board. 2558. 2016.
Optimal Cycle Length Formulas for Intersections with or without Transit Signal Priority. Transportation Research Board 95th Annual Meeting.. 2016.