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Civjan SA, Kalayci E, Quinn BH, Breña SF, Allen CA.  2013.  Observed integral abutment bridge substructure response. Engineering Structures. 56:1177–1191.
McKinnon IA, Knodler J.Michael A, Christofa E.  2013.  Operational and Safety-based Analyses of Varied Toll Plaza Configurations. Road Safety and Simulation–International Conference.
Palmer RN, K. Holmes J.  1988.  Operational guidance during droughts: Expert system approach. Journal of Water Resources Planning and Management. 114(6)
Wolput B, Christofa E, Tampère CMJ.  2016.  Optimal cycle length formulas for intersections with or without transit signal priority. Transportation Research Record: Journal of the Transportation Research Board. 2558
Wolput B, Christofa E, Tampère CMJ.  2016.  Optimal Cycle Length Formulas for Intersections with or without Transit Signal Priority. Transportation Research Board 95th Annual Meeting.
Eum H-I, Kim Y-O, Palmer RN.  2011.  Optimal drought management using sampling stochastic dynamic programming with a hedging rule. Journal of Water Resources Planning and Management. 137(1):113-122.
Ahlfeld D. P., Page R.H, Pinder G.F.  1995.  Optimal ground-water remediation methods applied to a superfund site: from formulation to implementation. Groundwater. 33(1):58–70.
Wang W, Ahlfeld D. P..  1994.  Optimal groundwater remediation with well location as a decision variable: model development. Water Resources Research. 30(5):1605–1618.
Ahlfeld D. P., Mulligan AE.  2000.  Optimal Management of Flow in Groundwater Systems. :185.
Huang H, Gao S.  2012.  Optimal paths in dynamic networks with dependent random link travel times. Transportation Research Part B. 46(5):579-598.
Mulligan AE, Ahlfeld D. P..  2002.  Optimal Plume Capture Design in Unconfined Aquifers. Physicochemical Groundwater Remediation. :23-44.
Gao S, Chabini I.  2006.  Optimal routing policy problems in stochastic time-dependent networks. Transportation Research Part B. 40(2):93–122.
Tobiason JE.  1994.  Optimal Use of Ozonation and GAC in Direct Filtration for Drinking Water Treatment. Chemical Water and Wastewater Treatment III. :155-171.
Tobiason JE.  1994.  Optimal use of ozonation and GAC in direct filtration for drinking water treatment. 6th Gothenburg Symposium. Chemical Water and Wastewater Treatment III:155-171.
Palmer RN, MacKenzie MC.  1985.  Optimization of water quality monitoring networks. Journal of Water Resources Planning and Management. 111(4):478-493.
Tobiason JE, Ahlfeld D. P., Rees P.S., Reckhow DA.  2006.  Optimizing Water Supply Protection: Measurements, Models and Management. Safe Drinking Water: Where Science Meets Policy.
Kim J., Tobiason JE.  2004.  Origins of filter effluent particles: experimental study of particle deposition and detachment. Water Science Technology. 50(12):215-222.
Reckhow DA, Knocke WR, Kearney MJ, Parks CA.  1991.  Oxidation of iron and manganese by ozone. Ozone: Science & Engineering: The Journal of the International Ozone Association . 13(6):675-695.
Goodwill JE, Mai X, Jiang Y, Reckhow DA, Tobiason JE.  2016.  Oxidation of manganese (II) with ferrate: Stoichiometry, kinetics, products and impact of organic carbon. Chemosphere. 159:457-464.
Reckhow DA, Legube B, Singer PC.  1986.  The ozonation of organic halide precursors: effect of bicarbonate. Water Research. 20(8):987-998.
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Ghile Y, Moody P, Brown C.  2014.  Paleo-reconstructed net basin supply scenarios and their effect on lake levels in the upper great lakes. Climatic Change. 127(2):305-319.
Steinschneider S, Yang Y-CEthan, Brown C.  2013.  Panel regression techniques for identifying impacts of anthropogenic landscape change on hydrologic response. Water Resources Research. 49(12):7874–7886.
Kalayci E, Civjan SA, Breña SF.  2012.  Parametric study on the thermal response of curved integral abutment bridges. Engineering Structures. 43:129-138.
Ostendorf DW, Lukas WG, Degroot DJ.  2016.  Partially penetrating slug tests in an unweathered till layer. Hydrology Research: An International Journal. 47(4)
Valade M., Edzwald JK, Tobiason JE, Dahlquist J., Hedberg T, Amato T.  1996.  Particle removal by flotation and filtration: Pretreatment effects. Journal American Water Works Association. 88(12):35-47.
Tobiason JE, Johnson GS, Westerhoff P, Vigneswaran B.  1993.  Particle size and chemical effects on contact filtration performance. Journal Environmental Engineering. 119(3):520-539.
Zhang F, Durham P, Sayes CM, Lau BLT, Bruce ED.  2015.  Particle uptake efficiency is significantly affected by type of capping agent and cell line. Journal of Applied Toxicology. 35(10):1114-1121.
Kim J, Tobiason JE.  2004.  Particles in filter effluent:  The roles of deposition and detachment. Environmental Science & Technology. 38(22):6132-6138.

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