Reference

Allitt, R. (2002). Rainfall, runoff and infiltration re-visited. WaPUG Spring Meeting 2002. pp.1–9.
Backmeyer, D. P. (1960). Effects of infiltration. Water Pollution Control Federation 32 (5). pp.539–540.
Bhaskar, A. S., & Welty, C. (2012). Water balances along an urban-to-rural gradient of metropolitan Baltimore, 2001–2009.Environmental & Engineering Geoscience , XVIII (1), pp.37–50.
Bishop, W. J., Diemer, D. M., & Wallis, M. J. (1987). Regional infiltration/inflow study solves wet weather sewer problems.Journal of Water Pollution Control Federation , 59 (5), pp.289–293. Retrieved from http://www.jstor.org/stable/25043247?origin=JSTOR-pdf.
Carlier, J. P., Kao, C., & Ginzburg, I. (2007). Field-scale modeling of subsurface tile-drained soils using an equivalent-medium approach.Journal of Hydrology , 341 (1–2), pp.105–115. Retrieved from https://doi.org/10.1016/j.jhydrol.2007.05.006.
Camp Dresser & McKee (CDM) Inc., F.E. Jordan Associates Inc., James M. Montgomery Consulting Engineers. (1985). East Bay Infiltration/Inflow Study Manual for Cost-Effectiveness Analysis : Oakland, CA: East Bay Municipal Utility District (EBMUD).
Chow, V. T. (1959). Open-channel Hydraulics . McGraw-Hill. p.680.
Chow, V. T., Maidment, D. R., & Mays, L. W. (1988). Applied Hydrology . New York: McGraw-Hill.
Crawford, D., Eckley, P., & Pier, E. (1999). Methods for estimating inflow and infiltration into sanitary sewers. New applications in modeling urban water systems, Volume 7, Conference on Stormwater and Related Water Systems Modeling; Management and Impacts. pp. 299–315. Toronto: CHI.
De Bénédittis, J. & Bertrand-Krajewski, J. L. (2005). Infiltration in sewer systems: comparison of measurement methods. Water Science and Technology. 52 (3). pp.219–227. Retrieved from https://iwaponline.com/wst/issue/52/3.
DHI Software. (2007a). MIKE SHE user manual volume 1: user guide(Vol. 1).
DHI Software. (2007b). MIKE SHE user manual volume 2: reference guide (Vol. 2).
Espey, W.H., Melching, C.S., & Muste, M. (2009). Lake Michigan Diversion, Report of the Sixth Technical Committee for Review of Diversion Flow Measurement and Accounting Procedures . Prepared for the U.S. Army Corps of Engineers, Chicago District, Chicago, IL.
Ertl, T. W., Dlauhy, F., & Haberl, R. (2002). Investigations of the amount of infiltration/inflow into a sewage system. In Proceedings of the 3rd Sewer Processes and Networks International Conference. Paris, France.
Field, R., & Struzeski, E. J. (1972). Management and control of combined sewer overflows. Water Pollution Control Federation ,44 (7), pp.1393–1415.
Gottstein, L. E. (1976). Sewer system evaluation for infiltration/inflow . Minneapolis, Minnesota.
Graham, D. N., & Butts, M. B. (2005). Flexible integrated watershed modeling with MIKE SHE. In V. P. Singh & D. K. Frevert (Eds.),Watershed Models. pp.245–272. CRC Press.
Grimmond, C. S. B., & Oke, T. R. (1999). Evapotranspiration rates in urban areas. In Impacts of Urban Growth on Surface Water and Groundwater Quality (Proceedings of IUGG 99 Symposium HS5). pp.235–243. Brimingham.
Gustafsson, L. (2000). Alternative drainage schemes for reduction of inflow/infiltration - prediction and follow-up of effects with the aid of an integrated sewer/aquifer model. In 1st International Conference on Urban Drainage via Internet. pp.21–37.
Hodgson, J.E., Ward, C.J.W., & Schultz, N.U. (1995). Sanitary sewage discharges in the city of Edmonton, Alberta, 1995 in Seminar publication: National Conference on Sanitary Sewer Overflows (SSOs) in April 24-26, 1995. Washington, DC. pp.403-413.
Hydrocomp. (1979). Chicago Sanitary and Ship Canal Hydrologic Calibration, report to the Northeastern Illinois Planning Commission, Chicago, IL, Areawide Clean Water Planning, Water Quality Evaluation.
Illinois State Water Survey. (2019). Cook County Precipitation Network: Data Collection, Data provided by the Illinois State Water Survey (ISWS) located in Champaign and Peoria, Illinois, and on the web at https://isws.illinois.edu, Retrieved from https://www.isws.illinois.edu/data/ccprecipnet/livedata.asp.
Innovyze. (2011). InfoWorks CS technical review .
Jardin, N. (2004). Fremdwasser – eine grundsätzliche Problembeschreibung (Extraneous water – a basic description). In Proceedings of 3rd Forum Ruhrverband. Essen, Germany.
Karpf, C., & Krebs, P. (2004). Sewers as drainage systems – quantification of groundwater infiltration. In Novatech 2004, 6th International conference on sustainable techniques and strategies in urban water managementWater Management. pp.969–975. Lyon.
Kretschmer, F., Ertl, T., & Koch, F. (2008). Discharge monitoring and determination of infiltration water in sewer systems. In 11th International Conference on Urban Drainage. pp.1–7. Edinburgh, Scotland, UK.
Lai, F. D. (2008). Review of sewer design criteria and RDII prediction methods . Washington, DC: EPA.
Lindberg, S., Nielsen, J. B., & Carr, R. (1989). An integrated PC-modelling system for hydraulic analysis of drainage systems. In Watercomp ’89: The First Australasian Conference on Technical Computing in the Water Industry. Melbourne, Australia.
Lucas, S. (2003). Auftreten, Ursachen und Auswirkungen hoher Fremdwasserabflüsse – eine zeitliche und räumliche nalyse (Occurence, causes and effects of high extraneous water flows) . Universität Karlsruhe.
Miller, K., & Schmidt, A. R. (2010). Hydraulic modeling of the Calumet interceptor network, Tunnel and Reservoir plan, Report No.10. Urbana, IL: University of Illinois at Urbana-Champaign.
Nash, J. E., & Sutcliffe, J. V. (1970). River flow forecasting through conceptual models, Part I - a discussion of principles. Journal of Hydrology , 10 , pp.282–290.
Nogaj, R. J., & Hollenbeck, A. J. (1981). One technique for estimating inflow with surcharge conditions. Journal of Water Pollution Control Federation , 53 (4), pp.491–496.
(NSFC). (1999). Infiltration and inflow can be costly for communities. Pipeline: Small Community Wastewater Issues Explained to the Public, Vol.10, No.2.
Pecher, K. H. (2003). Fremdwasseranfall, Schwankungen und Konsequenzen für die Abwasserbehandlung (Amount of I/I, variations and consequences). In Proceedings of 36th Essener Tagung, Gewässerschutz-Wasser-Abwasser. Aachen, Germany.
Petroff, R. G. (1996). An analysis of the root cause of sanitary sewer overflows. In Seminar Publication National Conference on Sanitary Sewer Overflows (SSOs): April 24-26, 1995, Washington D.C. pp.8–15. Cincinnati, OH: EPA.
Qiao, F., Lu, H., Derr, H. K., Wang, M., & Chen, M. (2007). A new method of predicting rainfall dependent inflow and infiltration.Water Environment Federation. pp.1883–1890. Retrieved from https://doi.org/10.2175/193864707788116040.
Rossman, L. A. (2010). Storm water management model user’s manual version 5.0 . Cincinnati, OH.
Sargent, S. W. (2011). How often will sewage spill?: Stochastic analysis & design of a waste-water system with large RDII components.Water New Zealand. pp.1–28.
Schulz, N., Baur, R., & Krebs, P. (2005). Integrated modelling for the evaluation of infiltration effects. Water Science and Technology ,52 (5), pp.215–223. Retrieved from http://www.ncbi.nlm.nih.gov/pubmed/16248198.
Natural Resources Conservation Service, United States Department of Agriculture. (2019). U.S. General Soil Map (STATSGO2). Retrieved from https://sdmdataaccess.sc.egov.usda.gov.
U.S. Census Bureau. (2010). Profile of General Population and Housing characteristics: 2010 Demographic Profile Data (DP-1): Hickory Hills city, Illinois, American Factfinder. Retrieved from http://factfinder.census.gov/faces/tableservices/jsf/pages/productview.xhtml?src=bkmk.
Vallabhaneni, S., Chan, C. C., & Burgess, E. H. (2007). Computer tools for sanitary sewer system capacity analysis and planning . Cincinnati, OH.
Van Genuchten, M. T. (1980). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America , 44 (5), pp.892–898.
Vogel, T., Van Genuchten, M. T., & Cislerova, M. (2000). Effect of the shape of the soil hydraulic functions near saturation on variably-saturated low predictions. Advances In Water Resources ,24 , pp.133–144.
Walski, T. M., Barnard, T. E., Harold, E., Merritt, L. B., Walker, N., & Whitman, B. E. (2007). Wet weather wastewater flows. Wastewater collection system modeling and design (1st ed.). pp.203–270. Bentley Institute Press.
Weiss, G., Brombach, H., & Haller, B. (2002). Infiltration and inflow in combined sewer systems: long-term analysis. Water Science and Technology , 45 (7), pp.11–19. Retrieved from http://www.ncbi.nlm.nih.gov/pubmed/11989885.
Wright, L., Dent, S., Mosley, C., Kadota, P., & Djebbar, Y. (2001). Comparing rainfall dependent inflow and infiltration simulation methods. In W. James (Ed.), Models and Applications to Urban Water Systems. Monograph 9 . pp.235–257. Ontario, Canada: CHI.