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Methodology to Optimize Rainwater Tank-sizing and Cluster Configuration for a Group of Buildings

Author

Listed:
  • Jersain Gómez Núñez

    (Universidad Autónoma Metropolitana, Unidad Azcapotzalco)

  • Magdalena García Martínez

    (Universidad Autónoma Metropolitana, Unidad Lerma)

  • Rojacques Mompremier

    (Universidad Autónoma Metropolitana, Unidad Azcapotzalco)

  • Beatriz A. González Beltrán

    (Universidad Autónoma Metropolitana, Unidad Azcapotzalco)

  • Icela Dagmar Barceló Quintal

    (Universidad Autónoma Metropolitana, Unidad Azcapotzalco)

Abstract

The behavior of a rainwater harvesting system depends on some variables that cannot be controlled, such as rainfall, building roof size and water consumption. The selection regarding rainwater tank-size will affect the performance of the system and the cost–benefit ratio. The criterion employed for this selection is based on the need for volume-storage and typically, yield large-sized rainwater tanks, especially when the amount of rainwater is higher during rainy seasons. This article presents a methodology for modelling rainwater harvesting, storage, and water consumption, for different configurations of a set of buildings, called clusters, where all buildings collect, store and consume water. This methodology allows for analyzing with different indicators, what is the best recommended configuration and tank-sizing, based on configuration and storage ratio exhibited, thus avoiding the situation of being underutilized. The proposed methodology is applied to a case of study at a university, in Mexico City. In this study case, the dynamics per day is modeled over a year, considering monthly rainfall averages, over 2 groups made up out of 4 buildings with different collecting capabilities and consumption each, allowing for the analysis of 9 cluster configurations and 4 rainwater tank-sizing dimensions. The results are analyzed by means of annual indicators such as: the decrease in the volume used from the public water network, the days of autonomy of the system, and a coefficient $$R$$ R (which relates the volume spilled to the empty volume). This coefficient is then used selection regarding rainwater tank-sizing and the most recommended cluster configuration.

Suggested Citation

  • Jersain Gómez Núñez & Magdalena García Martínez & Rojacques Mompremier & Beatriz A. González Beltrán & Icela Dagmar Barceló Quintal, 2022. "Methodology to Optimize Rainwater Tank-sizing and Cluster Configuration for a Group of Buildings," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 36(13), pages 5191-5205, October.
    • Handle: RePEc:spr:waterr:v:36:y:2022:i:13:d:10.1007_s11269-022-03299-7
    DOI: 10.1007/s11269-022-03299-7
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    References listed on IDEAS

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    1. P. Singh & B. Yaduvanshi & Swati Patel & Saswati Ray, 2013. "SCS-CN Based Quantification of Potential of Rooftop Catchments and Computation of ASRC for Rainwater Harvesting," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 27(7), pages 2001-2012, May.
    2. Stephen Cook & Ashok Sharma & Meng Chong, 2013. "Performance Analysis of a Communal Residential Rainwater System for Potable Supply: A Case Study in Brisbane, Australia," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 27(14), pages 4865-4876, November.
    3. Santos, C. & Taveira-Pinto, F., 2013. "Analysis of different criteria to size rainwater storage tanks using detailed methods," Resources, Conservation & Recycling, Elsevier, vol. 71(C), pages 1-6.
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