Abstract
Stormwater detention basins are increasingly being used to control both storm sewer overloads and urban nonpoint source pollution. Despite the widespread use of such basins, the majority of current design techniques fail to consider the complex nature of the problem. A general planning methodology has been developed for use in the planning of dual purpose detention basins. The methodology employs continuous simulation, statistical analysis, and a general design heuristic to obtain an integrated system of detention basins. Both water quality and water quantity constraints may be considered. The developed methodology can be used for the analysis of a particular detention system or in deriving general planning guidelines. This paper provides a description of the methodology along with a sample application.
| Original language | English |
|---|---|
| Title of host publication | University of Kentucky, Office of Engineering Services, (Bulletin) UKY BU |
| Pages | 143-151 |
| Number of pages | 9 |
| State | Published - 1984 |
Publication series
| Name | University of Kentucky, Office of Engineering Services, (Bulletin) UKY BU |
|---|---|
| ISSN (Print) | 0270-6504 |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 11 Sustainable Cities and Communities
ASJC Scopus subject areas
- General Engineering
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