Optimal design of runoff storage/release systems

An optimization methodology is developed for obtaining the optimal allocation of storage capacity and release rate for the design of storm water detention facilities. A trap efficiency expression for the detention unit relates process hydrologic variables with the design variables of total storage c...

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Bibliographic Details
Published inWater science and technology Vol. 32; no. 1; pp. 193 - 199
Main Author Segarra, Rafael I.
Format Journal Article Conference Proceeding
LanguageEnglish
Published London Elsevier Ltd 1995
IWA Publishing
Subjects
Online AccessGet full text
ISSN0273-1223
1996-9732
DOI10.1016/0273-1223(95)00555-2

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Summary:An optimization methodology is developed for obtaining the optimal allocation of storage capacity and release rate for the design of storm water detention facilities. A trap efficiency expression for the detention unit relates process hydrologic variables with the design variables of total storage capacity and release rate. The optimization model, formulated within the framework of production function theory and marginal analysis, yields least cost combinations of storage capacity and release rate under the performance constraint of runoff or pollutant trap efficiency. The whole procedure is implemented in an electronic spreadsheet. The model is applied to a 640 acre catchment in Minneapolis, where a minimum cost earthen basin is designed for storing runoff to provide a uniform release rate to a sedimentation facility. The methodology provides an efficient table top procedure for identifying optimal solutions for a given set of process parameters. Sensitivity and resilience can be promptly assessed through a simple manipulation of input parameters.
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ISSN:0273-1223
1996-9732
DOI:10.1016/0273-1223(95)00555-2