Stormwater Tank Performance: Design and Management Criteria for Capture Tanks Using a Continuous Simulation and a Semi-Probabilistic Analytical Approach

Stormwater tank performance significantly depends on management practices. This paper proposes a procedure to assess tank efficiency in terms of volume and pollutant concentration using four different capture tank management protocols. The comparison of the efficiency results reveals that, as expect...

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Main Authors: Flavio De Martino, Francesco De Paola
Format: Article
Language:English
Published: MDPI AG 2013-10-01
Series:Water
Subjects:
Online Access:http://www.mdpi.com/2073-4441/5/4/1699
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spelling doaj-02d97afe9f614b338c46c79ac85aa89c2020-11-25T00:07:07ZengMDPI AGWater2073-44412013-10-01541699171110.3390/w5041699Stormwater Tank Performance: Design and Management Criteria for Capture Tanks Using a Continuous Simulation and a Semi-Probabilistic Analytical ApproachFlavio De MartinoFrancesco De PaolaStormwater tank performance significantly depends on management practices. This paper proposes a procedure to assess tank efficiency in terms of volume and pollutant concentration using four different capture tank management protocols. The comparison of the efficiency results reveals that, as expected, a combined bypass—stormwater tank system achieves better results than a tank alone. The management practices tested for the tank-only systems provide notably different efficiency results. The practice of immediately emptying after the end of the event exhibits significant levels of efficiency and operational advantages. All other configurations exhibit either significant operational problems or very low performances. The continuous simulation and semi-probabilistic approach for the best tank management practice are compared. The semi-probabilistic approach is based on a Weibull probabilistic model of the main characteristics of the rainfall process. Following this approach, efficiency indexes were established. The comparison with continuous simulations shows the reliability of the probabilistic approach even if this last is certainly very site sensitive.http://www.mdpi.com/2073-4441/5/4/1699water pollution and remediationmanagement practicesefficiency controlbasin pollution control
collection DOAJ
language English
format Article
sources DOAJ
author Flavio De Martino
Francesco De Paola
spellingShingle Flavio De Martino
Francesco De Paola
Stormwater Tank Performance: Design and Management Criteria for Capture Tanks Using a Continuous Simulation and a Semi-Probabilistic Analytical Approach
Water
water pollution and remediation
management practices
efficiency control
basin pollution control
author_facet Flavio De Martino
Francesco De Paola
author_sort Flavio De Martino
title Stormwater Tank Performance: Design and Management Criteria for Capture Tanks Using a Continuous Simulation and a Semi-Probabilistic Analytical Approach
title_short Stormwater Tank Performance: Design and Management Criteria for Capture Tanks Using a Continuous Simulation and a Semi-Probabilistic Analytical Approach
title_full Stormwater Tank Performance: Design and Management Criteria for Capture Tanks Using a Continuous Simulation and a Semi-Probabilistic Analytical Approach
title_fullStr Stormwater Tank Performance: Design and Management Criteria for Capture Tanks Using a Continuous Simulation and a Semi-Probabilistic Analytical Approach
title_full_unstemmed Stormwater Tank Performance: Design and Management Criteria for Capture Tanks Using a Continuous Simulation and a Semi-Probabilistic Analytical Approach
title_sort stormwater tank performance: design and management criteria for capture tanks using a continuous simulation and a semi-probabilistic analytical approach
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2013-10-01
description Stormwater tank performance significantly depends on management practices. This paper proposes a procedure to assess tank efficiency in terms of volume and pollutant concentration using four different capture tank management protocols. The comparison of the efficiency results reveals that, as expected, a combined bypass—stormwater tank system achieves better results than a tank alone. The management practices tested for the tank-only systems provide notably different efficiency results. The practice of immediately emptying after the end of the event exhibits significant levels of efficiency and operational advantages. All other configurations exhibit either significant operational problems or very low performances. The continuous simulation and semi-probabilistic approach for the best tank management practice are compared. The semi-probabilistic approach is based on a Weibull probabilistic model of the main characteristics of the rainfall process. Following this approach, efficiency indexes were established. The comparison with continuous simulations shows the reliability of the probabilistic approach even if this last is certainly very site sensitive.
topic water pollution and remediation
management practices
efficiency control
basin pollution control
url http://www.mdpi.com/2073-4441/5/4/1699
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