References
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Burian, S.J., S.R. Durrans, S. Tomic , R.L. Pimmel, and C.N. Wai (2000). “Rainfall Disaggregation Using Artificial Neural Networks.” Journal of Hydrologic Engineering, Vol. 5, No. 3, July, 2000.

 

California Stormwater Quality Association (CSQA) (2003).  Stormwater Best Management Practice (BMP) Handbooks: New Development and Redevelopment Handbook, Livemore CA. Available at www.cabmphandbooks.com

 

City and County of Sacramento (1996). City and County of Sacramento Drainage Manual. Volume 2: Hydrology Standards.

 

Cowpertwait, P.S (2001). “A Continuous Stochastic Disaggregation Model of Rainfall for Peak Flow Simulation in Urban Hydrologic Systems.” Res. Lett. Inf. Math. Sci..  2, 81-88.

 

Driscoll, E.D., Palhegyi, G.E., Strecker, E.W., and Shelley, P.E. (1989). Analysis of Storm Events, Characteristics for Selected Rain Gauges Throughout the United States USEPA, Washington DC.

 

Durrans, S.R., Burian S.J., Nix S.J., Hajji A., Pitt R.E., Fan C., and R. Field (1999). “Polynomial-Based Disaggregation of Hourly Rainfall for Continuous Hydrologic Simulation.” Journal American Water Resources Association, 35(5), 1213-1221

 

Hershfield, D.M. (1961). Rainfall Frequency Atlas for the United States for Durations from 30 Minutes to 24 Hours and Return Periods from 1 to 100 Years. U.S. Department of Commerce, Weather Bureau Technical Paper 40, 115 pp.

 

Hosking, J. R. M. (1990). "L-moments: analysis and estimation of distributions using linear combinations of order statistics." Journal of the Royal Statistical Society, Series B, 52(1).

Hosking, J.R.M. (1997). Fortran Routines for Use with the Method of L-Moments, Version 3.02, Research Report RC-20525. IBM Research Division, T.J. Watson Research Center, Yorktown Heights, N.Y.

Hosking, J.R.M. and Wallis, J.R. (1997). Regional Frequency Analysis: An Approach Based on L-moments. Cambridge, UK: Cambridge University Press.

Huber, W.C. and R.E. Dickinson (1988). Storm Water Management Model User's Manual, Version 4, EPA/600/3-88/001a (NTIS PB88-236641/AS), Environmental Protection Agency, Athens, GA, 595 pp. 

Huff, F. A. and J. R. Angel (1992). Rainfall Frequency Atlas of the Midwest (Bulletin 71). Illinois State Water Survey. 

McKay, M. and D. S. Wilks (1995). Atlas of Short-Duration Precipitation Extremes for the Northeastern United States and Southeastern Canada. Northeast Regional Climate Center Research Publication RR 95-1.

 

National Center for Atmospheric Research (1998). Webpage at www.cgd.ucar.edu/pubsoft/TestQuicksort.html

 

National Weather Service. Precipitation Frequency Information webpages at www.nws.noaa.gov/oh/hdsc/currentpf.htm

Ormsbee, L. (1989). "Rainfall Disaggregation Model for Continuous Hydrologic Modeling." Journal of Hydraulic Engineering, 115(4).

 

Sato and Associates (1991). Optimization of Stormwater Quality Enhancement by Detention Basin for the Sacramento Metropolitan Area. Prepared for Brown and Caldwell, Sacramento, California.

 

Socolofsky, Adams, and Entekhabi (2001). "Disaggregation Of Daily Rainfall For Continuous Watershed Modeling", Journal of Hydrologic Engineering, 6(4).

 

Threlfall J., P. Cowpertwait, H. Strandner, and I. Clifforde (1999). “Temporal And Spatial Rainfall Model Simulations For Integrated Urban Wastewater System Modelling.” Third DHI Software Conference & DHI Software Courses. Helsingør, Denmark, 7 to 11 June 1999.

 

U.S. Army Corps of Engineers Hydrologic Engineering Center (1977). Storage, Treatment, Overflow, Runoff Model "STORM"  Users Manual178 pp.

 

USEPA Urban Watershed Management Branch (2003). SWMM5 webpages at www.epa.gov/ednnrmrl/swmm/

 

USEPA (1999). Combined Sewer Overflows Guidance For Monitoring And Modeling. EPA 832-B-99-002. Available at www.epa.gov/npdes/pubs/sewer.pdf.

 

U.S. Weather Bureau (1955). Rainfall Intensity-Duration-Frequency Curves for Selected Stations in the United States, Alaska, Hawaiian Islands, and Puerto Rico. Technical Paper 25. Washington, D.C.

 

Urbonas, J.C.Y. Guo, and S. Tucker (1989). “Sizing a Capture Volume for Stormwater Quality Enhancement,” Flood Hazard News, Vol. 19 No 1. Denver Urban Drainage and Flood Control District.

 

WEF/ASCE (1998). Urban Runoff Quality Management: WEF Manual of Practice No. 23 (ASCE Manuals and Reports on Engineering Practice, No 87). American Society of Civil Engineers, Reston, VA, / Alexandria, VA, Water Environment Federation, 1998.