1. Alp, E., Melching, C.S., 2006. Calibration of a Model for Simulation of Water Quality during Unsteady Flow in the Chicago Waterway System and Application to Evaluate Use Attainability Analysis Remedial Actions. Research and Development Department, Chicago Report No. 2006-84. Metropolitan Water Reclamation District of Greater Chicago, Chicago. https://legacy.mwrd.org/irj/go/km/docs/documents/MWRD/internet/reports/Monitoring_and_Research/pdf/2006/06-84%20Calibration%20of%20an%20Unsteady%20Flow%20Water%20Quality%20Model%20for%20Chicago%20Area%20Waterways.pdf (Accessed 24 October 2022).
2. Effectiveness of combined sewer overflow treatment for dissolved oxygen improvement in the Chicago Waterways;Alp;Water Sci. Technol.,2007
3. Flow augmentation for dissolved oxygen improvement in Chicago waterways;Alp,2009
4. Allocation of supplementary aeration stations in the Chicago Waterway System for dissolved oxygen improvement;Alp;J. Environ. Manag.,2011
5. WASP4, A Hydrodynamic and Water Quality Model—Model Theory, User’s Manual, and Programmer’s Guide, EPA/600/3-87-039, U.S. Environmental Protection Agency;Ambrose,1988