The optimal volume of a retention tank estimation using rainwater harvesting digital calculator

Authors

  • Paulina Napieraj Politechnika Bydgoska im. Jana i Jędrzeja Śniadeckich , Wydział Budownictwa, Architektury i Inżynierii Środowiska Author
  • Ewa Burszta-Adamiak Wrocław University of Environmental and Life Sciences image/svg+xml , Wydział Inżynierii Kształtowania Środowiska i Geodezji Author https://orcid.org/0000-0003-3755-2047
  • Piotr Czarnocki Ministerstwo Klimatu i Środowiska, Departament Funduszy Europejskich Author
  • Paweł Licznar Warsaw University of Technology image/svg+xml , Wydział Instalacji Budowlanych, Hydrotechniki i Inżynierii Środowiska Author https://orcid.org/0000-0002-2559-5296

DOI:

https://doi.org/10.36119/15.2024.4.4

Keywords:

retention tank, rainwater harvesting, retention, calculator, optimum tank capacity

Abstract

The increasing number of investments in the retention and use of rainwater in situ, in response to the ongoing climate change and extreme weather events, including primarily drought and heavy rainfall, as well as the significant supply of non-refundable funding from both domestic and foreign funds for such activities, is associated with the need for knowledge of methods and tools for reliable design and selection of the optimal volume of retention tanks. To date, there is a lack of standards and guidelines for in situ rainwater management in Poland. Using simplified methods to estimate tank capacity often results in significant discrepancies. This paper presents the selection of optimal retention tank volumes using a newly developed digital tool, the rainwater harvesting calculator on the WaterFolder platform, which takes into account both site conditions and precipitation conditions for a given region in the calculations. Demonstration calculations were carried out for 18 case studies (covering the three most common rainwater harvesting options, three locations and three runoff area sizes). The results showed that the selection of the optimal tank capacity is influenced not only by the size of the runoff area and the water demand for the chosen economic purposes, but also to a significant extent by the location, i.e., the local rainfall conditions in the area of the planned project. The use of such digital tools can streamline the design process and make it easier for developers to decide on the optimal capacity of a rainwater retention tank for on-site use.

Downloads

Download data is not yet available.

References

Bac M., Rojek M., Meteorologia i klimatologia w inżynierii środowiska. Wydawnictwo Uniwersytetu Przyrodniczego we Wrocławiu, Wrocław, 2012

Basinger, M., Montalto, F. A., & Lall, U. (2010). A rainwater harvesting system reliability model based on nonparametric stochastic rainfall generator. Journal of Hydrology, 392(3–4), 105–118. https://doi.org/10.1016/j.jhydrol.2010.07.039

Burszta-Adamiak E., Spychalski P. (2021), Water savings and reduction of costs through the use of a dual water supply system in a sports facility, Sustainable Cities and Society, Vol. 66, 102620, https://doi.org/10.1016/j.scs.2020.102620

Downloads

Published

2024-04-30

How to Cite

Napieraj, P., Burszta-Adamiak, E., Czarnocki, P., & Licznar, P. (2024). The optimal volume of a retention tank estimation using rainwater harvesting digital calculator. Instal, 4, 32-39. https://doi.org/10.36119/15.2024.4.4

Most read articles by the same author(s)