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.