The methods of evaluating storage volume for single-chamber reservoir in urban catchments

• Autorzy: Szeląg B. , Mrowiec M.

Identyfikatory

DOI

10.1515/aep-2016-0016

Warianty tytułu

PL

Metoda wymiarowania jednokomorowego zbiornika retencyjnego w zlewniach miejskich

• Języki publikacji: EN

Abstrakty

EN

The article presents a method of designing single-chamber rectangular detention reservoirs based on nomographs connecting the parameters and the shape of the inflow with the reservoir hydrograph (triangular, described by the power function and described by the gamma distribution) as well as the hydraulic characteristics of the accumulation chamber and the orifice. The preparation of nomographs involved using the SWMM (Storm Water Management Model) program with the application of numerical calculations’ results of a differential equation for the stormwater volume balance. The performed analyses confirm a high level of similarity between the results of calculating the reservoir volume obtained by using the above mentioned program and using the developed nomographs. The examples of calculations presented in the paper confirm the application aspects of the discussed method of designing the detention reservoir. Moreover, based on the conducted analyses it was concluded that the inflow hydrograph described by the gamma distribution has the greatest impact on the reservoir’s storage volume, whereas the hydrograph whose shape in the rise and recession phases is described by the power function has the smallest effect.

PL

W artykule przedstawiono metodę projektowania jednokomorowych prostopadłościennych zbiorników retencyjnych opierającą się o nomogramy wiążące parametry i kształt hydrogramu dopływu (trójkątny, potęgowy i opisany rozkładem gamma) do zbiornika oraz charakterystyki hydrauliczne komory akumulacyjnej i spustu. Do opracowania nomogramów tych wykorzystano wyniki obliczeń numerycznych równania różniczkowego bilansu objętości ścieków deszczowych w programie SWMM (Storm Water Management Model). Wykonane analizy potwierdzają wysoką zgodność wyników obliczeń pojemności zbiorników przeprowadzonych w powyższym programie oraz przy pomocy opracowanych nomogramów. Zamieszczone w pracy przykłady obliczeniowe potwierdzają aspekty aplikacyjne przedstawionej metody projektowania zbiornika retencyjnego. Ponadto, na podstawie przeprowadzonych analiz stwierdzono, że największy wpływ na pojemność akumulacyjną zbiornika ma hydrogram dopływu opisany rozkładem gamma a najmniejszy hydrogram, którego kształt w fazie przyboru i opadania jest wyrażony funkcją potęgową.

Słowa kluczowe

EN

SWMM; Storm Water Management Model; stormwater; reservoir volume

PL

zbiornik retencyjny; pojemność zbiornika; SWMM; Storm Water Management Model; ścieki deszczowe

• Wydawca: Institute of Environmental Engineering, Polish Academy of Sciences
• Czasopismo: Archives of Environmental Protection
• Rocznik: 2016
• Tom: Vol. 42, no. 2
• Strony: 20--25
• Opis fizyczny: Bibliogr. 43 poz., wykr.

Twórcy

autor

Szeląg B.

• Kielce University of Technology, Faculty of Environmental, Geomatic and Energy Engineering

autor

Mrowiec M.

• Częstochowa University of Technology, Faculty of Environmental Engineering and Biotechnology

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Uwagi

Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.