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Effective concentration time for design storms in complex urban basins

Bengtsson, Lars LU (1991) In Atmospheric Research 27. p.137-150
Abstract
Analytical solutions for runoff caused by a moving rain storm of time-varying rain intensity from a complex drainage basin are derived assuming constant concentration times for the different systems within the basin. It is found that the runoff caused by a peaked rain intensity distribution is higher than that from a uniform distribution of the same mean intensity. It is also shown that the storm movement influences the runoff peak, especially in elongated basins. Correction factors for the non-uniform rain intensity distribution and for the storm movement are introduced allowing the rational formula to be used in its traditional way for the first design of a storm drainage system. The concept of effective kinematic time of concentration... (More)
Analytical solutions for runoff caused by a moving rain storm of time-varying rain intensity from a complex drainage basin are derived assuming constant concentration times for the different systems within the basin. It is found that the runoff caused by a peaked rain intensity distribution is higher than that from a uniform distribution of the same mean intensity. It is also shown that the storm movement influences the runoff peak, especially in elongated basins. Correction factors for the non-uniform rain intensity distribution and for the storm movement are introduced allowing the rational formula to be used in its traditional way for the first design of a storm drainage system. The concept of effective kinematic time of concentration is introduced to be used in the rational formula. (Less)
Please use this url to cite or link to this publication:
author
organization
alternative title
Effektiv koncentrationstid för dimensionerande regn in komplexa urbana avrinningsområden
publishing date
type
Contribution to journal
publication status
published
subject
in
Atmospheric Research
volume
27
pages
14 pages
publisher
Elsevier
external identifiers
  • scopus:0026288069
ISSN
0169-8095
DOI
10.1016/0169-8095(91)90014-N
language
English
LU publication?
yes
id
acdfd65a-a606-4c4b-a2b1-9f21c98a6557
date added to LUP
2023-06-16 11:49:03
date last changed
2023-06-20 10:01:25
@article{acdfd65a-a606-4c4b-a2b1-9f21c98a6557,
  abstract     = {{Analytical solutions for runoff caused by a moving rain storm of time-varying rain intensity from a complex drainage basin are derived assuming constant concentration times for the different systems within the basin. It is found that the runoff caused by a peaked rain intensity distribution is higher than that from a uniform distribution of the same mean intensity. It is also shown that the storm movement influences the runoff peak, especially in elongated basins. Correction factors for the non-uniform rain intensity distribution and for the storm movement are introduced allowing the rational formula to be used in its traditional way for the first design of a storm drainage system. The concept of effective kinematic time of concentration is introduced to be used in the rational formula.}},
  author       = {{Bengtsson, Lars}},
  issn         = {{0169-8095}},
  language     = {{eng}},
  pages        = {{137--150}},
  publisher    = {{Elsevier}},
  series       = {{Atmospheric Research}},
  title        = {{Effective concentration time for design storms in complex urban basins}},
  url          = {{http://dx.doi.org/10.1016/0169-8095(91)90014-N}},
  doi          = {{10.1016/0169-8095(91)90014-N}},
  volume       = {{27}},
  year         = {{1991}},
}