1. Arnell Viktor, “Rainfall Data for the design of Sewer Pipe Systems” Report Series A:8, Department of Hydraulics, Chalmers University of Technology, 1982.
2. Arnell Viktor, “Analysis of Rainfall Data for use in Design of Storm Sewer Systems” Proc. of the International Conference on “Urban Storm Drainage”, University of Southhampton, Pen-tech Press, London, April 1978
3. Bandyopadhyay M. “Synthetic Storm Pattern and Runoff for Gauhati India”, Journal of the Hydraulics Division, Proc. ASCE, vol.98, No.HY5, May 1972, pp 845-857.
4. Chow V.T. ‘Handbook of Applied Hydrology’, McGraw-Hill, New York, 1964.
5. Cronshey R.G. U.S. S.C.S, International Symposium on Rainfall Runoff Modelling.
6. Department of Environment National Water Council Standing Committee Reports No. 28 “Design and analysis of Urban Storm Drainage: The Wallingford Procedure vol. 1 “Principles, Methods and Practice”, September 1981.
7. Haan C.T. “Urban Runoff Hydrographs -Basic Principles” National Symposium on Urban Hydrology, Hydraulics and Sediment Control. University of Kentucky, Lexington, Kentucky. July 26-29, 1976.
8. Hogg W.D. “Time distribution of Short duration rainfall in Canada”, Proceedings Canadian Hydrology Symposium, Toronto, May 26-27, 1980 pp 53-63.
9. Huff F.A. “Time Distribution of Rainfall in Heavy Storms” Water Resources Research, vol. 3, no.4, 1967, pp 1007-1019.
10. Keifer C. J. and Chu H.H. “Synthetic Storm Pattern for Drainage Design”, Journal of The Hydraulics Division, proc. ASCE, vol. 83, no.HY4, August 1957, pp.
11. Kidd C.H.R. and Packmann J.C. “Selection of Design Storm and Antecedent Condition for Urban Drainage Design” Institute of Hydrology Report No. 61, Wallingford, Avon, 1968.
12. McLarens J.F. Ltd. “A Comparison of Historical and Theoretical Design Storms for the City of Edmonton”, May 1979
13. Mcpherson M.B. “Synthetic Storm Pattern for Drainage Design” Discussion, Journal of The Hydraulics Division, proc. ASCE, vol 84, no. HY 1,1958, pp 49-57.
14. McPherson M.B. “Some Notes on The Rational Method of Storm Drainage Design”, ASCE, Urban Water Resources Research Program. Tech Memo No. 6 (1969).
15. McPherson M.B. “The Design Storm Concept” Institute on Storm Water Detention Design, University of Wisconsin, Madison, Wisconsin, 1977.
16. Marsalek J. “Synthesized and Historical System for Urban Drainage Design” Proc. Of the International Conference on Urban Storm Drainage, University of Southhampton, Pentech Press, London, April 1978.
17. Marsalek J. “Research on the Design Storm Concept” ASCE, Urban Water Resources Re-search Program, Tech. Memo No.33, New York (1978).
18. National Environment Research Council “Flood Studies Report, vol.2 Meteorological Studies”, NERC, London 1975.
19. Packmann J.C. and Kidd C.H.R. “A Logical Approach to The Design Storm Concept” Water Resources Research, vol.16, No. 6, December 1980, pp 994- 1000.
20. Patry G. and Mcpherson M.B. “The Design Storm Concept” Proceedings of a Seminar at Ecole Polytechnique de Montreal, May 1979, Montreal Quebec, December 1979.
21. Pilgrim D.H. and Cordery I. “Rainfall Temporal Patterns for Design Floods”, Journal of The Hydraulics Division, proc. ASCE, vol. 101, No. HYI, 1975, pp 81- 95.
22. Terstriep M. and Stall J.B. “The Illinois Urban Drainage Area Simulator” Illinois State Water Survey, Bulletin 58, Urbana Illinois, 1974.
23. U.S. Department of Agriculture, Soil Conservation Service, “A Method for Estimating Volume and Rate of Runoff in Small Watersheds” Technical Paper 149, Washington D.C. 1973.
24. Watson M.D. “Application of Illudas to Storm Water Drainage Design in South Africa” Report No. 1/81 Urban Hydrology Series, Hydrological Research Unit, University of Witwaterstrand, Johannesburg, April 1981.
25. Kibler D.F. ed. Urban Stormwater Hydrology, American Geophysical Union, Water Re-sources Monograph 7. Washington D.C. 1982.
26. Wenzel H.G. and Voorhees M.L. “Sensitivity of Design Storm Frequency” in the Design Storm Concept, Patry G. and Mcpherson M. B. eds., Proceedings of a Seminar at Ecole Polytechnique Urban Water Resources Research Record Group. Ecole Polytechnique de Montreal. GREMU-79/2, Montreal 1979.
27. Wisner P. and Gupta S. “Validity of Chicago Design Storms”, Unpublished Paper, June 1980.
28. Wisner P. and Gupta S. “Preliminary Considerations on the Selection of Design Storms” IMPSWM Progress Report No. 4, University of Ottawa, August 1979.
29. Yen B.C. and Chow V.T. “Design Hyetographs for Small Drainage Structures” Journal of the Hydraulics Division, proc. ASCE, vol. 106, HY6, June 1980, pp 1055-1076.
30. Brunner, G. W., undated. Muskingum-Cunge Channel Routing.
31. Cunge, J.A., 1969. On the Subject of a Flood Propagation Computation Method (Muskingum Method), Journal of Hydraulics Resources, Vol. 7, No.2, pp. 205-230.
32. Doan, W. P., 1994. Comparisons of Rainfall/Runoff Models for Two Watersheds in Colora-do, Urban Hydrology & Hydraulics Workshop, Davis, California.
33. Garbrecht, J. and Brunner, G., 1991. Hydrologic Channel Flow Routing for Compound Sec-tions, Journal of Hydraulic Engineering, Vol. 117, No. 5, pp. 629- 641.
34. Khan, H. 1993. Muskingum Flood Routing Model for Multiple Tributaries, Water Resources Research, Vol. 29, No. 4, pp. 1057-1062.
35. Perumal, M., 1992. Multilinear Muskingum Flood Routing Method, Journal of Hydrology, Vol. 133, pp. 259-272.
36. Ponce, V.M., 1978. Muskingum-Cunge Method with Variable Parameters, Journal of Hydraulics Division, ASCE, Vol. 104, No. HY12 Proc. Paper 14199, pp. 1663- 1667.
37. Ponce, V.M. and Theurer, F.D., 1982. Accuracy Criteria in Diffusion Routing, Journal of Hydraulics Division, ASCE, Vol. 108, No. 6, pp. 747-757.
38. US Army Corps of Engineers, Hydrologic Engineering Center, 1994. Urban Hydrology & Hydraulics Workshop, Davis, California.
39. Aaron, G.M., Miller, A.C., Lakatos, D.P. (1977), “Infiltration Formula Based on SCS Curve Number”, Journal of Irrigation and Drainage Division, American Society of Civil Engineers, 103, pp. 419-427.
40. *Alila, Y. (1988), “Selection of Routing Methods in Storm Sewers”, paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontar-io, June 13-15, 1988.
41. *Alila, Y., Wisner, P.E. (1989), “Verification of the New EXTRAN and the MOUSE Routing”, Advanced IMPSWM Research Program, Tech. Report No. 2, Department of Civil Engineering, University of Ottawa, Ottawa, Canada.
42. Alley, W., Veenhuis, J.E. (1983), “Effective Impervious Area in Urban Runoff Modelling”, Journal of Hydraulic Engineering, Vol. 109, No. 2, February 1983.
43. Altman, D.G., Espey, W.M., Feldman, A.R. (1980), “Investigation of Soil Conservation Service Urban Hydrology Techniques”, presented at Canadian Hydrology Symposium, May 26-27, 1980.
44. Beron P., Marchi, G. (1982), “SIRDU – An easy to use tool of analysis and design”, Urban Drainage Systems, Pitman Advanced Program, London.
45. *Bryck, Jack M.G., Kelly, H., Bowins, D. (1986), “A Comparison of Modelled and Measured Flows for McKenney Creek Drainage Basin”, Proceedings, Stormwater and Water Quality Management Modeling and SWMM Users Group Meeting, September 17-18, 1986, Toronto, Ontario.
46. *Calomino, F., Colosimo, C., Copertino, V.A., Veltri, P. (1983), “Modèle de crue dans un petit bassin urbain : premiers résultats d’une recherche expérimentale” La houille blanche, No 2.
47. *Calomino, F., Veltri, P., Wisner, P. (1986), “Verifica di un semplice modello idrologico per microcomputer sul basino urbano di Luzzi,” XX Convegno di Idraulica e Costruzioni Idrauliche, Padova, 8-10 September 1986, pp. 497-508.
48. Calomino, F. (1988), “The Luzzi Watershed: Ten Years of Experience of Urban Runoff Data Collection and Use”, paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
49. *Cebryk, R.S., Ouelette, J.G. (1986), “Experience with Master Drainage Planning in Western Quebec”, Proceedings, Stormwater and Water Quality Management Modeling and SWMM Users Group Meeting, September 17-18 1986, Toronto, Ontario.
50. CH2MHILL, Inc. (1985), SAM: Wastewater Collection System Analysis Model User’s Manual, Corvallis, Oregon 97339.
51. *Cheung, P. (1982), “A Standard Hydrograph Method for the Preliminary Analysis of Storm-water Management Projects,” M.A.Sc. thesis, Department of Civil Engineering, University of Ottawa, Ottawa, Canada.
52. Chocat, B. (1984), “Conception, Evaluation et Dessin des Réseaux d’Egouts (CEDRE),” Proceedings of the Third International Conference on Urban Storm Drainage, Volume 2, Goteborg, Sweden, June, 1984(a).
53. Chow, V.T. (1962), “Hydrologic Determination of Waterway Areas for the Design of Drain-age Structures in Small Drainage Basins”, University of Illinois, Engineering Experiment Station Bulletin No. 462.
54. Chow, V.T. (1964), “Runoff”, Section 14, Handbook of Applied Hydrology, McGraw-Hill.
55. Clarke, W. (1988), “Design Implications of Inlet Control”, paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
56. Clarke, W. (1988), “Rainfall Averaging for Lumped Catchment”, paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
57. *Consuegra, D., Wisner, P. (1986), “Considerations on the Validation of a Model for Master Drainage Plans”, Proceedings of the Conference on Urban Drainage Modelling and Comparison of Urban Drainage Models with Real Catchment Data, UDM 86, University of Belgrade, Pergamon Press, London.
58. *Consuegra, D. (1988), “Application of Regionalized Unit Hydrographs and Storm Water Management Projects in Switzerland” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
59. *Consuegra, D., “Application du Modéle Hydrologique OTTHYMO et proposition pour son application”, M.A.Sc. thesis, University of Ottawa, Ottawa, Canada.
60. Cunge, J.A., Holly, F.M., Verwey, A. (1981), Practical Aspects of Computational River Hydraulics, Pitman, London.
61. *Da Silva, N.M., Wisner, P.E., Sabourin, J.F. (1988), “Numerical Experiments with Unsteady Flow Simulations with EXTRAN model in a Large Conduit,” Report No. 86-12-9270, National Laboratory of Civil Engineering, Lisbon, Proceedings, Celottna Konferencia so Zahraninou, Uastou, Aktulne problme v Odkanalizovanmiest a priemyselnch zvodov, Bratislava, 1989.
62. Danish Hydraulic Institute, Emolet Aps, PH-Consult Aps and I., Kruger A/S (1989), “MOUSE User’s Guide and MOUSE Documentation”, MOUSE Service Gnter, Bregnevej 27, DK-2820, Gentotte, Denmark.
63. Desbordes, M. (1978), “Urban Runoff and Design Storm Modelling in Urban Storm Drainage,” Proceedings of the International Conference, University of Southampton, ed. P.R. Helliwell, Pentech Press, London, April, 1978.
64. Desbordes, M. (1975), “Estimation des coefficients de ruissellement urbains”, Universite des Sciences Techniques du Languedoc, France, Mars, 1975.
65. *Despotovic, J. (1988), “Statistical Analysis of Real Storms and Implications for the Assessment of a Past Flooding Event”, paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
66. Ding, J.Y. (1974), “Variable Unit Hydrograph”, Journal of Hydrology, Vol. 22, pp. 53-69.
67. Diskin, M.H. (1972), “The Role of Lag in a Quasi-Linear Analysis of the Surface Runoff System”, Proceedings of the Second International Symposium in Hydrology, Colorado State University, Fort Collins, Colorado, September 1972.
68. Diskin, M.H., Ince, S., Oben-Nyarko, K. (1978), “Parallel Cascades Model for Urban Water-sheds”, Journal of the Hydraulics Division, ASCE, Vol. 104, No. Hy2, February 1978, pp. 261-276.
69. Dooge, J.C.I. (1973), “Linear Theory of Hydrologic System”, Technical Bulletin No. 1468, Agricultural Research Service, U.S. Dept. of Agriculture, October 1973, p. 327.
70. Driscoll, D. (1983), “Rainfall/Runoff Relationships from the NURP Urban Runoff Data Base”, paper presented at the Storm Water and Quality Models User’s Group Meeting, Montreal, Quebec, 1983.
71. *El-Bahrawy, A. (1986), “OTTHYMO, User Manual”, Internal Report, Department of Civil Engineering, University of Ottawa, Ottawa, Canada.
72. Espey, W., Jr., Altman, D.G., Graves, C.B., Jr. (1977), “Normographs for Ten-Minute Unit Hydrographs for Small Urban Watersheds”, Addendum 3 of the ASCE Program Report Ur-ban Runoff Control Planning, June 1977.
73. Foroud, N., Broughton, R.S. (1981), “Water Loss Equation and Coefficients to Estimate Runoff from Rainfall”, Paper No. 80121 of the Water Resources Bulletin, Vol. 17, No. 3, June 1981.
74. *Fraser, H.G. (1982), “Frequency of Storm Characteristics: Analysis and Implications for Volume Design”, M.A.Sc. thesis, Department of Civil Engineering, University of Toronto, Toronto, Canada.
75. *Fraser, H.G. (1988), “Modelling of Inflow/Infiltration Effects on a Large Sewerage System”, of paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
76. Fuchs, L., Harms, R.W. (1986), “HYSTEM-EXTRAN Model Application in Scientific Investigations, Urban Drainage Modelling,” Proceedings of the International Symposium on Comparison of Urban Drainage Models with Real Catchment Data, UDM ‘86, Dubrovnik, Yugo-slavia, Pergamon Press, New York.
77. *Gayer, J. (1988), “Application of Measurements on a Hungarian Watershed for the Assessment of System Schematization,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
78. Ghate, S.R., Whiteley, H.R. (1977), “GAWSER (Guelph Agricultural Watershed Storm-Event Runoff) Model: User’s Manual,” University of Guelph, School of Engineering, Technical Re-port 126-37.
79. *Gloor, R. (1983). ”Application des modules OTTHYMO et HEC-2 au bassin versant de la Seymaz,” paper presented at the Stormwater and Water Quality Models User’s Group Meeting, Montreal, Quebec, 1983.
80. *Gloor, R., Wisner, P. (1984), “The Application of Microcomputers to the Calculation of Design Flows and Flood Control, Microprocessors in operational Hydrology,” WMO, 1986, pp. 223-232.
81. *Gloor, R. (1988), “Flood and Runoff Control Near Geneva,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
82. Golding, B.C. (1979), “Runoff Curve Number with Varying Site Moisture,” Journal of Irrigation and Drainage Division, American Society of Civil Engineers, 105, pp. 434-441.
83. Golding, B.C. (1979), Discussion of “Runoff Curve Numbers with Varying Site Moisture,” Journal of the Irrigation and Drainage Division, ASCE, Vol. 105, No. IR4, December, 1979.
84. Green, W.H., Ampt, G.A. (1911), “Studies on Soil Physics: I, Flow of Air and Water through Soils,” Journal of Agr. Research, Vol. 4, pp. 1-24.
85. Harms, R.W. (1984), “Estimation of Runoff Volumes for Small Ungauged Urbanized Catchments: in Analysis and Design of Stormwater Systems,” Proc. of the Third Intern. Conference on Urban Storm Drainage, Vol. 1, Goteborg, Sweden, June 4-8, 1984.
86. Harris, C.S. (1970), “Real Time Routing of Flood Hydrographs in Storm Sewers,” J. of Hyd. Div., ASCE, No. Hy6, pp. 7327.
87. Hawkins, R.H. (1978), “Runoff Curve Numbers with Varying Site Moisture,” Journal of the Irrigation and Drainage Division, ASCE, Vol. 104, No. IR4, December, 1978, pp. 389-398.
88. Hogg, W.D. (1980), “Time Distribution of Short Duration Rainfall in Canada,” Proceedings, Canadian Hydrology Symposium, Toronto, Ontario, May 26-27, 1980, pp. 53-63.
89. Hogg, W.D. (1988), “Rainfall Data for the Urban Hydrologist,” paper presented at the Inter-national Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
90. Holtan, H.N. (1961), “A Concept for Infiltration Estimates in Watershed Engineering,” ARS, U.S. Dept. of Agriculture, Vol. 41, 1961.
91. Horton, R.E. (1933), “The Role of Infiltration in the Hydrologic Cycle,” Trans. Am. Geophys. Union, Vol. 14, pp. 446-460.
92. Huber, W.C., Heany, J.P., Nix, S.J., Dickinson, R.E., Polmann, D.J. (1982), “Storm Water Management Model User’s Manual – Version III,” Municipal Environmental Research Centre, Office of Research and Development, U.S. Environmental Protection Agency, Cincinnati, Ohio, May 1982.
93. Huber, W.C., Heany, J.P., Medina, M.A., Peltz, W.A., Sheikh, H., Smith, G.F. (1975), “Storm Water Management User’s Manual – Version II,” Environmental Protection Technological Series EPA-670-2-75-017, U.S. EPA, March 1975.
94. Huber, W.C., Cunningham, B.A., Caender, K.A. (1986), “Continuous SWMM Modelling for Selection of Design Events,” Int. Symp. on Comparison of Urban Drainage Models with Real Catchment Data, Dubrovnik, Yugoslavia.
95. Islam, S. (1988), “Drainage and Runoff Water Problems of Dhaka, The Capital City of Bang-ladesh,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
96. Jacobson, P., Harremoes, P. (1984), “The Significance of Head Loss Parameters in Surcharged Sewer Simulations,” Proceeding of the Third International Conference on Urban Storm Drainage, Goteborg, Sweden, June 4-8, Vol. 1.
97. James F. MacLaren Ltd. (1975), “Review of Canadian Design Practice and Comparison of Urban Hydrology Models,” Research Report No. 26, Canada- Ontario Agreement on Great Lakes Water Ouality Project No. 74-8-31, October 1975.
98. *Jaton, J.F. (1983), “Étude monographique succinte du bassin versant du Parimbot,” Public, IGR No. 168, EPFL, Lausanne.
99. *Jobin, D.I. (1982), “Application du modèle OTTHYMO sur un basin experimental en Suisse,” Thesis M.Eng., Departement de Genie Civil, Universite d’Ottawa, Ottawa, Canada.
100. *Jordan, J.P., Wisner, P.E. (1983), “Description du module OTTHYMO et Exemples d’Applications,” Ecole Polytechnique Federale de Lausanne, IGR 172.
101. *Kassem, A. (1982), “Development and Application of a Simultaneous Routing Model for Dual Drainage Systems,” Ph.D. thesis, Department of Civil Engineering, University of Ottawa, Ottawa, Canada.
102. *Kassem, A. (1982), “Development and Application of a Simultaneous Model for Dual Drain-age Systems,” Ph.D. dissertation, Department of Civil Engineering, University of Ottawa, Ot-tawa, Canada.
103. *Kassem, A., Wisner, P.E. (1983), “The OTTSWMM Model User Manual in Procedures for Modelling of Urban Drainage Systems,” Department of Civil Engineering, University of Ottawa, Ottawa, Canada.
104. Keifer, C.J., Chu, H.M. (1957), “Synthetic Storm Pattern for Drainage Design,” Journal of the Hydraulic Division, ASCE, Vol. 83, No. HY4, August 1957.
105. Kerby, W.S. (1959), “Time of Concentration for Overland Flow,” Civil Engineering, Vol. 29, No. 3, p. 60, March 1959.
106. Kibler, D.F. (1982), “Urban Stormwater Hydrology,” American Geophysical Union, Water Resources Monograph No. 7, Washington, DC.
107. Kidd, C.H.R., editor (1978), “Rainfall-Runoff Processes Over Urban Surfaces,” Proceedings of an International Workshop, Institute of Hydrology, Wallingford, Oxon, U.K., April 1978.
108. Kidd, C.H.R., Packmann, J.C. (1978), “Selection of Design Storm and Antecedent Condition for Urban Drainage Design,” Institute of Hydrology, Report No. 61, Wallingford, Oxon, U.K.
109. Kouwen, N. (1984), “An Adaptation of HYMO: Problem-Oriented Computer Language for Hydrologic Modelling: HYMO-BASIC,” Water Resources Group, Department of Civil Engineering, University of Waterloo, Ontario.
110. Lam, A. (1988), “Design of Small Storage Tanks for I/I Compensation,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
111. Lam, A., Rampersad, C. (1986), “Interface of Lumped and Detailed Modelling,” Proceedings, Stormwater and Water Quality Management Modeling and SWMM Users Group, Meeting, September 17-18, 1986, Toronto, Ontario.
112. Lynch, J.A., Corbet, E.S. (1982), “Relationship of Antecedent Flow Rate to Storm Hydro-graph Components,” presented at International Symposium on Hydrometeorology, Am. Water Res. Association, June 1982.
113. Mahmood, K., Yevjevich, V. (1975), “Unsteady Flow in Open Channels,” Vol. 1, Water Re-sources Publications, Fort Collins, Colorado.
114. Marsalek, J. (1977), “Malvern Urban Test Catchment, Vol. I,” Research Report No. 57, Canada-Ontario Agreement on Great Lakes Water Quality, Project No. 73-3- 12.
115. Marsalek, J. (1979), “Malvern Urban Test Catchment, Vol. II,” Research Report, No. 95, Canada-Ontario Agreement on Great Lakes Water Quality, Project No. 73- 3-12.
116. Marsalek, J. (1978), “Synthesized and Historical Storms for Urban Drainage Design,” Proceedings of the International Conference on Urban Storm Drainage, University of Southampton, Penetech Press, London, April 1978.
117. Marsalek, J. (1980), “Sewer Inlets Study – Laboratory Investigation of Selected Inlets,” Environmental Hydraulics Section, National Water Research Institute, Burlington, Ontario, July, 1980.
118. Marsalek, J., Watt, W.E. (1983), “Design Storms for Urban Drainage Design,” Proceedings, 6th Canadian Hydrotechnical Conference, Ottawa, June 1983.
119. Marsalek, J. (1988), “Considerations of Manhole Head Losses in Pressurized Sewer Flow Routing,” paper presented at the International Symposium on Urban Hydrology and Munici-pal Engineering, Markham, Ontario, June 13-15, 1988.
120. *Matos, M.R. (1988), “Experience with Rainfall-Runoff Measurements and Interpretation in Portugal,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
121. *Matos, M.R. (1987), “Methods for Analysis and Evaluation of Peak Discharges in Urban Drainage Systems – Study based on Data from Experimental Portuguese Catchments.” Thesis prepared in partial fulfillment for the degree of specialist of LNEC, Lisbon.
122. *Matos, M.R., Silva, M.H. (1986), “Experiences from Stormwater Modelling in Portugal with Real Catchment Data,” Proc. International Symposium on Comparison of Urban Drainage Models with Real Catchment Data, Dubrovnik.
123. Maskimovic, C., Radojkovic, M. (1986), Urban Drainage Catchments, Selected Worldwide Rainfall Data from Experimental Catchments, University of Belgrade, Yugoslavia, Pergamon Press, Yugoslavia.
124. *Maza, J. (1988), “Inadequate Capacity of a Ditch Drainage System and Remedial Measures in the City of Rivadavia (Argentina),” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
125. *Mignosa, P., Paoletti, A. (1988), “Model Calibration and Application on Large Urban Areas with Non-Uniform Storm Distribution,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
126. *Mignosa, P., Paoletti, A., Tanda, M.G. (1984), “Application of OTTHYMO Model to the Milano’s Sewer System, 3rd Int. Conf. on Urban Storm Drainage, Goteborg, Sweden.
127. Miller, R.A. (1979), “The Hydraulic Effective Impervious Area of an Urban Basin, Broward County, Florida,” presented at the International Symposium on Urban Storm Water Man-agement, University of Kentucky, Lexington, Ky, July 1979.
128. Minshall, N.E. (1960), “Predicting Storm Runoff on Small Experimental Watersheds,” Journal of Hydraulics Division, ASCE 86 (HY6), pp. 17- 28.
129. Mirza M. (1986), Proceedings of the First Canadian Conference on Computer Applications in Civil Engineering/Microcomputers, editor, McMaster University, Hamilton, Ontario, Canada.
130. Musy, A. (1974), “Contribution 1’etude des ecoulements en milieux non satures,” These EPFL, Lausanne.
131. Nash, J.E. (1957) “The Form of the Instantaneous Hydrograph,” International Association of Scientific Hydrology, Publication 45, pp. 114-121.
132. Niemczynovicz, J. (1988), “Moving Storms as an Areal Input to Runoff Simulations Models,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
133. Nix, S.J., Heany, J.P., Huber, W.C. (1978), “Revised SWMM Storage Treatment Block,” Proceedings, SWMM Users Meeting EPA-600-9-79-003, November 1978.
134. Ontario Ministry of Natural Resources (1983), VUH Model User’s Manual, Conservation Authorities and Water Management Branch, Toronto, Ontario, July 1983.
135. Ontario Ministry of Transportation and Communications (1982), “Design Flood Estimates for Small Watersheds,” MTC Drainage Manual, Chapter B.
136. Ontario Ministry of Transportation and Communications (1981), “Hydraulic Design of Storm Sewers,” MTC Drainage Manual, Chapter E, Draft by Proctor & Redfern Ltd., April 1981.
137. Ontario Ministry of Transportation and Communications (1982), “Design Flood Estimation for Medium and Large Drainage Basins in Ontario,” Bridge Hydrology Series No. 2.
138. Overton, D.E., Meadows, M.E. (1976), Storm water Modelling, Academic Press, New York.
139. *Pankratz, R. (1986), “Limitations of Single Event Modelling for Design of Detention Ponds with Small Release Rates,” Proceedings of the Storm Water and Water Quality Modelling Users Meeting, edited by P. Wisner, Toronto.
140. *Paoletti, A. (1984), “Gli Studi Spermentali Di Pavia e Milano, Seminario Sui delflussi Urbani, Cosenza.
141. Papadakis, C.N., Preal, H.C. (1972), “Urban Runoff Characteristics,” Report No. 11024, DQU, Environmental Protection Agency, Washington.
142. Pedersen, J.T., Peters, J.C., Helweg, O.C. (1980), “Hydrographs by Single Linear Reservoir Model,” Journal of the Hydraulics Division, ASCE, Vol. 106, No. H5, Proc. Paper 15430, May 1980.
143. *Pilon, P. (1988), “Comparison of Design Flood Methodologies on a Small Rural Watershed in Southern Ontario,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
144. *P’ng, C.E. (1982), “Conceptual Hydrologic Modelling for Master Plans in Urban Drainage,” M.A. thesis, Department of Civil Engineering, University of Ottawa, Ottawa, Canada.
145. *Preissman, A. (1961), “Propagation of Translatory Waves in Channels and Rivers,” in Proceedings, First Congress of the French Association for Computation, Grenoble, France, pp. 433-442.
146. *Preul, R.C. and Papadakie (1972), “Urban Runoff Characteristics,” Report No. 11204, DQU, Environmental Protection Agency, Washington.
147. Proctor & Redfern Ltd. and James F. MacLaren Ltd. (1976), “Storm Water Management Model Study, Volume I,” Research Report No. 47, Canada-Ontario Agreement on Great Lakes Water Quality, _Project No. 73-5-70, September 1976.
148. Proctor & Redfern Ltd. and James F. MacLaren Ltd. (1976), “Storm Water Management Model Study, Volume II,” Research Report No. 48, Canada-Ontario Agreement on Great Lakes Water Quality, Project No. 73-5-10, September 1976.
149. *Radu, M. (1988), “Stormwater Drainage Studies for Douala City in Cameroun a Systems Approach,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
150. Rallison, R.E. (1979), “Discussion of ‘Runoff Curve Numbers with Varying Site Moisture’ ” Journal of Irrigation and Drainage Division, 105, pp. 439-441.
151. *Rampersad, C., Sabourin, J.F., Cheung, P. (1986), “Comparison of the IMPRAM Model (Improved Rational Method) with Other Models,” Proceedings, Stormwater and Water Quali-ty Management Modeling and SWMM Users Group Meeting, September 17-18, 1986, Toronto, Ontario.
152. Rao, A.R., Delleur, J.W., Sarma, P.B.S. (1972), “Conceptual Hydrologic Models for Urbanizing Basins,” Journal of the Hydraulics Division, ASCE, Vol. 92, No. HY7, Proc. Paper 9024, pp. 1205-1220, July, 1972.
153. Rawls, J., Brakensiek, D., Miller, N. (1983), “Green-Ampt Infiltration Parameters from Soil Data,” Journal of Hydraulic Engineering, Vol. 109, No. 1.
154. Roesner, L.A. et al. (1981), “Storm Water Management Model User’s Manual, Version III, Addendum I, EXTRAN,” U.S. Environmental Protection Agency, Cincinnati, Ohio.
155. *Rowney, A.C. (1985), “CONTHYMO – A Continuous Simulation Model for Regional Storm-water Management Planning Analysis,” Ph.D. thesis, Department of Civil Engineering, Uni-versity of Ottawa, Ottawa, Canada.
156. *Rowney, A.C., Wisner, P. (1985), “QUALHYMO – An Alternative Continuous Quality Quantity Simulation Model,” Proceedings of the Conference on Stormwater and Water Quality Modelling, edited by W. James, Toronto, Canada.
157. *Sabourin, J.F. (1988), “Importance of the UDM Rainfall Runoff Measurements for the Municipal Engineer,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
158. *Sabourin, J.F., “Contribution to the Updating and Expansion of OTTHYMO, M.Eng. project, University of Ottawa, Ottawa, Canada.
159. Sarma, P.B.S., Delleur, J.W., Rao, A.R. (1972), “Comparison of Rainfall-Runoff Models for Urban Areas,” Journal of Hydrology, 18, pp. 329-347.
160. *Scholl, J. (1988), “The Need for Modelling Improvements and Examples from USA Studies,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
161. Schulze, R.E. (1984), “Hydrological Models for Application to Small Rural Catchments in Southern Africa: Refinements and Development,” Report to the Water Research Commission by the Department of Agricultural Engineering, University of Natal, South Africa.
162. Smith, A. (1986), “Incorporating the SWMM/Runoff Algorithm in a Design Program,” Pro-ceedings of the Storm Water and Water Quality Modelling Users Meeting, edited by P. Wisner, Toronto.
163. Soil Conservation Service (1971), National Engineering Handbook, Section 4, Hydrology, U.S. Department of Agriculture, U.S. Government Printing Office, Washington, DC.
164. Soil Conservation Service (1975), “Urban Hydrology for Small Watersheds,” Technical Re-lease No. 55, U.S. Dept. of Agriculture, January 1975.
165. Stall, J.B., Terstriep, M.L. (1979), “The Illinois Urban Drainage Area Simular (ILLUDAS),” State Water Survey Division of Illinois, Urbana Bulletin 58, Urbana, U.S.A.
166. Stone, D. (1988), “Ecological Aspects for the Design of a SWM Storage,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
167. Torno, M. (1985), Proceedings of the Specialty Conference on Computer Applications in Water Resources, editor: American Society of Engineering, ASCE, Buffalo, N.Y.
168. Townsend, D.R., Wisner, P., Moss, D.J. (1980), “Inlet Control Devices for Storm Water Catchbasins, A Laboratory Study,” presented at Canada Hydrology Symposium 80, Toronto, Ontario, May 1980.
169. *Umble, Art K., Salcedo, L., “Town Branch Drainage Study,” Proceedings, Stormwater and Water Quality Management Modeling and SWMM Users Group Meeting, September 17-18, 1986, Toronto, Ontario.
170. *Vazquez, R. (1988), “Flood Relief Studies in Barcelona,” paper presented at the International Symposium on Urban Hydrology and Municipal Engineering, Markham, Ontario, June 13-15, 1988.
171. Viessman, W., Miller, C.F. (1972), “Runoff Volumes from Small Urban Watersheds,” Water Resources Research, Vol. 8, No. 2, April 1972.
172. Viessman, W., Jr. (1966), “The Hydrology of Small Impervious Areas,” Water Resources Research, Vol. 2, No. 3, pp. 405-412.
173. Viessman, W., Jr. (1968), “Runoff Estimation for Very Small Drainage Areas,” Water Re-sources Research, Vol. 4, No. 1, February 1968.
174. Willeke, C.E. (1966), “Time in Urban Hydrology,” Journal of the Hydraulics Division, ASCE, Vol. 92, No. HY1, Proc. Paper 4615, January 1966, pp. 13-29.
175. Williams, J.R., Hann, R.W. (1973), “HYMO – A Problem-Oriented Computer Language for Hydrologic Modelling,” ARS-5-9, U.S. Dept. of Agriculture.
176. Williams, J.R. (1968), “Runoff Hydrograph from Small Texas Blacklands Watersheds,” U.S. Dept. of Agriculture, Agricultural Research Service, ARS-41- 143, October 1968, p. 24.
177. Williams, J.R. (1972), “Concept of a Technique for an Analysis of Watershed Runoff Events,” Proceedings of the Second International Symposium in Hydrology, Colorado State University, Fort Collins, Colorado, September 1972.
178. *Wisner, P., Gloor, R., Lam, A. (1984), “Application des microordinateurs dans le contrele des inondations dans les petits bassins urbains,” Proceedings, World Meteorological Symposium on Microcomputer Applications in Operational Hydrology, Geneva, September 1984.
179. *Wisner, P.E., Gupta, S., Kassem, A. (1980), “Considerations Regarding the Application of SCS TR-55 Procedures for Runoff Computations,” Proceedings, SWMM User Group Meet-ing, USEPA 600-9-80-064, pp. 23-44.
180. *Wisner, P.E., Kassem, A.M. (1980), “Review and Comparison of Routing Methods in Storm Water Modelling,” IMPSWM Report No. 1, Department of Civil Engineering, University of Ottawa, Ottawa, Canada, October 1980.
181. *Wisner, P.E., Mukherjee, D., Keliar, D. (1980), “Implementation of Stormwater Management in a Canadian Municipality: The Markham Experience with Site- Tailored Criteria,” in Stormwater Management Alternatives, University of Delaware Resource Center, April 1980.
182. *Wisner, P.E. (1982), “The IMPSWM Procedures for Urban Drainage Modelling and Some Applications,” Proceedings, Stormwater and Water Quality Modeling and SWMM Users Group Meeting, University of Ottawa, October 18-19, 1982.
183. *Wisner, P.E., Kassem, A.M. (1983), “OTTSWMM, A Model for the Analysis and Design of Dual Drainage Systems,” Part IV, IMPSWM Urban Drainage Modelling, Procedures, 2nd Edition, Department of Civil Engineering, University of Ottawa, Ottawa, Canada, February 1983.
184. *Wisner, P.E., P’ng, C.E. (1983), “OTTHYMO, A Model for Master Drainage Plans,” Part III, IMPSWM Urban Drainage Modelling Procedures, 2nd Edition, Department of Civil Engineering, University of Ottawa, Ottawa, Canada.
185. *Wisner, P.E., Fraser, H. (1983), “Design Storms for Stormwater Management Studies,” Part V, IMPSWM Urban Drainage Modelling Procedures, 2nd Edition, Department of Civil Engineering, University of Ottawa, Ottawa, Canada, February 1983.
186. *Wisner, P.E. (1983), “A Hierarchical Approach to Urban Hydrology Modelling: The IMPSWM Methodology,” Proceedings of the International Symposium on Urban Runoff, University of Kentucky, Lexington, Kentucky, July 1983.
187. *Wisner, P.E., Lam, A. (1983), “Twin Models for Storm Water Management Mainframe Computers and Microcomputers,” ASCE Engineering Foundation Conference on Emerging Computer Techniques in Stormwater and Flood Management, Niagara-on-the-Lake, Ontario, Canada, Oct. 30 – Nov. 4, 1983.
188. *Wisner, P.E., Lam, A., Chin, N. (1983), “DUHYD – Development of Dual Drainage Submodel in OTTHYMO,” International Report, Department of Civil Engineering, University of Ottawa, Ottawa, Canada.
189. *Wisner, P.E., Fraser, H., P’ng, C. (1983), “An Investigation of the VUH and OTTHYMO Models,” Report to the Ontario Ministry of Natural Resources.
190. *Wisner, P.E., Lam, A., Rampersad, C. (1984), “Realistic Simulation of Sewer Surcharge and Prevention of Basement Flooding,” Proceedings of the Conference on Urban Storm Drainage, Goteborg, Sweden.
191. *Wisner, P. (1984), “Experience with the Implementation of Storm Water Management Models,” Proceedings of the Conference on Urban Storm Drainage, Goteborg, Sweden.
192. *Wisner, P.E., Lam, A., Sabourin, J. (1984), “Development of a Multilevel Package of Stormwater Management Models,” Proceedings, Conference on Microcomputers in Civil Engineering, University of Florida, Orlando.
193. *Wisner, P., Consuegra, D., El-Bahrawy, A. (1986), “Calibration of Urban Hydrology Models by Trial and Error and Optimization,” Proceedings of the Storm Water and Water Quality Modelling Users Meeting, edited by P. Wisner, Toronto, 1986(b).
194. *Wisner, P., Consuegra, D., Sabourin, J.F. (1986), “Role of Simplified Micro- Computer Models as Parts of Multilevel Hydrological Packages,” Hydrosoft, Hydraulic Engineering Software, International Conference, Southampton, U.K., 1986©.
195. *Wisner, P., Consuegra, D., Sabourin, J.F., Lam, A. (1986), “Simplified Microcomputer Models as Part of Multilevel Package for Small Rural and Urban
Watersheds,” Proceedings, Stormwater and Water Quality Management Modeling and SWMM Users Group Meeting, September 17-18,1986, Toronto, Ontario.
196. *Wisner, P. and Consuegra, D. (1986), “Consideration on the Deterministic Simulation for Pollution Control Studies,” Proceedings, Stormwater and Water Quality Management Modeling and SWMM Users Group Meeting, September 17- 18, 1986, Toronto, Ontario.
197. *Wisner, P., Lam, A., Gloor, R. (1984), “Microcomputer Applications of an Urban Hydrology Model,” 3rd Goteborg, 1984, Vol. 2, p. 523.
198. *Wisner, P.E., Despotovic, J. (1988), “Statistical Analysis of Real Storms and Implications for the Assessment of a Past Flooding Event,” paper presented at the International Sympo-sium on Urban Hydrology and Municipal Engineering, June 13-15, 1988, Markham, Ontario, Canada.
199. *Wisner, P., Kassem, A., Sabourin, J.F., Alila, Y. (1989), “Numerical Experiments for the Comparison of Routing Methods in Storm Sewers,” Recent Aspects of Storm Drainage and Sewerage of Residential and Industrial Areas.
200. Wittenberg, H. (1975), “A Model to Predict the Effects of Urbanization on Watershed Response,” National Symposium on Urban Hydrology and Sediment Control, University of Kentucky, Lexington, Kentucky, July 28-31, 1975.
201. Wright-McLaughlin Engineers (1968), Urban Storm Drainage Criteria Manual, Regional Council of Governments, Denver, Colorado.
202. Yen, B.C. (1987), “Urban Drainage Hydraulics and Hydrology from Art to Science,” Urban Drainage Hydraulics and Hydrology, Proc. Int. Conf. in Urban Storm Drainage, Lausanne, Switzerland, Editor B.C. Yen.
203. Yen, B.C. (1986), “Hydraulics of Sewers,” Advances of Hydroscience, Founding Editor V.T. Chow, Academic Press, pp. 1-122.
204. Yen, B.C. (1978), “Hydraulic Instabilities of Storm Sewer Flows in Urban Storm Drainage,” Proc. Int. Conf. lst. (P.R. Belliveil, ed.), pp. 282-293, Pentech, Press, London and Wiley-Interscience, New York.
