Critical review of the evolution of the design storm event concept

A critical review of the literature and practice indicates that design storm events, which have been used in specific fields of Canadian and US engineering practice for more than 100 years, can be ascribed to six basic attributes: (a) design return period, (b) storm duration, (c) intensity–duration–frequency (idf) relations (representing a summary of historical rainfall data, with some extrapolation for longer return periods), (d) temporal distribution (design hyetograph), (e) areal reduction factor, and (f) antecedent moisture conditions. Concerns about climate change (or variability) and the need to adapt to the associated climatic conditions prompted many agencies, and particularly municipalities, to revisit the design storm event issue, particularly in connection with drainage design. It would appear that this analysis has mostly focused on a single property of design storms — idf relations and projected increases in rainfall intensities. The review concludes that the design practice would be well ser...

[1]  Billy J. Barfield,et al.  Design Hydrology and Sedimentology for Small Catchments , 1994 .

[2]  David A Jones,et al.  Review of methods for deriving areal reduction factors , 2007 .

[3]  Clint J. Keifer,et al.  Synthetic Storm Pattern for Drainage Design , 1957 .

[4]  Clint J. Keifer,et al.  Hydrology Of Urban Runoff , 1959 .

[5]  C. Valeo,et al.  Enhancing urban infrastructure investment planning practices for a changing climate. , 2006, Water science and technology : a journal of the International Association on Water Pollution Research.

[6]  Michael L. Terstriep,et al.  The Illinois Urban Drainage Area Simulator, ILLUDAS , 1974 .

[7]  W. E. Watt,et al.  A 1-h urban design storm for Canada , 1986 .

[8]  V. T. Chow,et al.  DESIGN HYETOGRAPHS FOR SMALL DRAINAGE STRUCTURES , 1980 .

[9]  W. E. Watt,et al.  Design storms for urban drainage design , 1984 .

[10]  Francesco Laio,et al.  A simulation experiment for optimal design hyetograph selection , 2008 .

[11]  Mimicking Predevelopment Hydrology Using LID: Time for a Reality Check? , 2008 .

[12]  Murugesu Sivapalan,et al.  Transformation of point rainfall to areal rainfall: Intensity-duration-frequency curves , 1998 .

[13]  Floyd A. Huff,et al.  Time distribution of rainfall in heavy storms , 1967 .

[14]  R. Teegavarapu Climate change‐sensitive hydrologic design under uncertain future precipitation extremes , 2013 .

[15]  B. Baetz,et al.  Antecedent soil moisture conditions of different soil types in South‐western Ontario, Canada , 2010 .

[16]  J. Metcalfe,et al.  Rainfall Measurement in Canada: Changing Observational Methodsand Archive Adjustment Procedures , 1997 .

[17]  J. Marsalek Head Losses at Sewer Junction Manholes , 1984 .

[18]  A. Mailhot,et al.  Design criteria of urban drainage infrastructures under climate change. , 2010 .

[19]  C. Kidd,et al.  A logical approach to the design storm concept , 1980 .

[20]  Bruce C. Anderson,et al.  Adaptation of a Storm Drainage System to Accommodate Increased Rainfall Resulting from Climate Change , 2003 .

[21]  Adrian Cashman,et al.  Adaptable Urban Drainage: Addressing Change in Intensity, Occurrence and Uncertainty of Stormwater (AUDACIOUS) , 2007 .

[22]  L. Bengtsson,et al.  Areal reduction factors from rain movement , 1986 .

[23]  A. Rousseau,et al.  Development of a methodology to evaluate probable maximum precipitation (PMP) under changing climate conditions: Application to southern Quebec, Canada , 2014 .

[24]  W. I. Hicks,et al.  A Method of Computing Urban Runoff , 1944 .

[25]  G. Oberts Cold climate BMPs: solving the management puzzle. , 2003, Water science and technology : a journal of the International Association on Water Pollution Research.

[26]  R. Allen,et al.  Areal Reduction Factors for Two Eastern United States Regions with High Rain-Gauge Density , 2005 .

[27]  Warren. Viessman Introduction to hydrology , 1972 .

[28]  Ian Cordery,et al.  Rainfall Temporal Patterns for Design Floods , 1975 .