Rainfall, and Run-Off in Storm-Water Sewers

Gregory, Charles E.

doi:10.1061/taceat.0001948

Cited by 2 publications

(1 citation statement)

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“…From 1851 to 1931, several authors added an additional term (ofteñ F I G U R E 1 Time-history of key developments in rainfall-runoff models catchment slope) to the rational equation, based mainly on field data, to account for the nonlinearity of runoff because of variations in catchment area and slope in urban catchments. Kuichling (1889) appears to be first in the United States to adopt the time of concentration concept into analysis (Gregory, 1907). Except for special situations in urban drainage (see Reid, 1927 andRiley, 1931 who discuss the tangent method), adopting the time of concentration concept ensures the discharge estimated using the rational method is the maximum value for the given situation.…”

Section: Rational Methodsmentioning

confidence: 99%

Historical development of rainfall‐runoff modeling

Peel

McMahon

2020

WIREs Water

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Rainfall‐runoff models are used across academia and industry, and the number and type have proliferated over time. In this primer we briefly introduce the key features of these models and provide an overview of their historical development and drivers behind those developments. To complete the discussion there is a brief section on model choice including model intercomparison. We also seek to clarify jargon terms for readers new to this area. This article is categorized under: Science of Water > Hydrological Processes Science of Water > Methods

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Section: Rational Methodsmentioning

confidence: 99%