[1] Wirahadikusumah, R., Abraham, D. and Iseley, T. (2001) Challenging Issues in Modeling Deterioration of Combined Sewers. Journal of Infrastructure Systems, 7, 77-84.
http://dx.doi.org/10.1061/(ASCE)1076-0342(2001)7:2(77)
[2] Jin, Y. and Mukherjee, A. (2014) Markov Chain Applications in Modelling Facility Condition Deterioration. International Journal of Critical Infrastructures, 10, 93-112.
http://dx.doi.org/10.1504/IJCIS.2014.062965
[3] Jin, Y. and Mukherjee, A. (2012) Analysis of Heterogeneity in Infrastructure Condition Assessment Models. Construction Research Congress 2012, 2241-2249.
http://dx.doi.org/10.1061/9780784412329.225
[4] Piratla, K.R., Ariaratnam, S.T. and Cohen, A. (2011) Estimation of CO2 Emissions from the Life Cycle of a Potable Water Pipeline Project. Journal of Management in Engineering, 28, 22-30.
http://dx.doi.org/10.1061/(ASCE)ME.1943-5479.0000069
[5] Jin, Y. (2013) Evaluating Infrastructure Performance to Assist Facility Management toward Sustainable Systems.
http://digitalcommons.mtu.edu/etd-restricted/104/
[6] Jin, Y. and Mukherjee, A. (2010) Modeling Blockage Failures in Sewer Systems to Support Maintenance Decision Making. Journal of Performance of Constructed Facilities, 24, 622-633.
http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000126
[7] Jin, Y. and Mukherjee, A. (2010) Analyzing Municipal Blockage Failure Datasets for Sewer Systems. Construction Research Congress 2010, 597-606.
http://dx.doi.org/10.1061/41109(373)60
[8] Pelletier, G., Mailhot, A. and Villeneuve, J.P. (2003) Modeling Water Pipe Breaks—Three Case Studies. Journal of Water Resources Planning and Management, 129, 115-123.
http://dx.doi.org/10.1061/(ASCE)0733-9496(2003)129:2(115)
[9] Li, J. and McCorquodale, A. (1999) Modeling Mixed Flow in Storm Sewers. Journal of Hydraulic Engineering, 125, 1170-1180.
http://dx.doi.org/10.1061/(ASCE)0733-9429(1999)125:11(1170)
[10] Jin, Y. and Barkdoll, B.D. (2009) A Direct Method for Determining Riprap Size for Erosion Protection in Rivers. World Environmental and Water Resources Congress 2009, 3437-3440.
http://dx.doi.org/10.1061/41036(342)347
[11] Jin, Y. (2006) Direct Method to Determine the Optimal Riprap Size for Erosion Protection in Rivers. Dissertation, Michigan Technological University.
[12] Sansalone, J.J. and Buchberger, S.G. (1997) Partitioning and First Flush of Metals in Urban Roadway Storm Water. Journal of Environmental Engineering, 123, 134-143.
http://dx.doi.org/10.1061/(ASCE)0733-9372(1997)123:2(134)
[13] Lee, J.G. and Heaney, J.P. (2003) Estimation of Urban Imperviousness and Its Impacts on Storm Water Systems. Journal of Water Resources Planning and Management, 129, 419-426.
http://dx.doi.org/10.1061/(ASCE)0733-9496(2003)129:5(419)
[14] Breffle, W.S., Muralidharan, D., Donovan, R.P., Liu, F., Mukherjee, A. and Jin, Y. (2013) Socioeconomic Evaluation of the Impact of Natural Resource Stressors on Human-Use Services in the Great Lakes Environment: A Lake Michigan Case Study. Resources Policy, 38, 152-161.
http://dx.doi.org/10.1016/j.resourpol.2012.10.004
[15] Olsson, J., Amaguchi, H., Alsterhag, E., D?verh?g, M., Adrian, P.E. and Kawamura, A. (2013) Adaptation to Climate Change Impacts on Urban Storm Water: A Case Study in Arvika, Sweden. Climatic Change, 116, 231-247.