Generalized Equations for Potential Water Savings from Rainwater Tanks in Adelaide under Different Climates

With ever-increasing water demand, authorities around the world are considering different options including water recycling and rainwater harvesting to minimize potable water demand. Among all the alternative options, rainwater harvesting system is the most feasible to minimize potable water demand, This paper presents development of generalised equations for the quantifications of potential water savings under different climatic conditions for an Australian city, Adelaide. An earlier developed daily water balance model, eTank, which can calculate potential water savings in three climatic conditions (dry, average and wet) was used for this purpose. Several relationship graphs of water savings were produced through model calculations for different input parameters, i.e. roof area, tank volume and rainwater demand for each climatic condition. From the produced graphs, three (one for each climatic condition) generalised equations were developed, where water savings were presented as a function of roof area, demand and tank volume. Results from the developed equations were compared with model calculated results under different conditions and it is found that results from the generalised equations are very close to the model calculated results. Such equations are expected to be very helpful for general end users and will encourage them for implementing rainwater harvesting with prior knowledge.

[1]  Guido Vaes,et al.  The effect of rainwater storage tanks on design storms , 2001 .

[2]  Abdallah Shanableh,et al.  Reliability analysis of rainwater tanks using daily water balance model: Variations within a large city , 2013 .

[3]  Abdallah Shanableh,et al.  Optimisation of rainwater tank design from large roofs: A case study in Melbourne, Australia , 2011 .

[4]  Joan Rieradevall,et al.  Roof selection for rainwater harvesting: quantity and quality assessments in Spain. , 2011, Water research.

[5]  Enedir Ghisi,et al.  Rainwater harvesting in petrol stations in Brasília: Potential for potable water savings and investment feasibility analysis , 2009 .

[6]  S. Muthukumaran,et al.  Quantification of potable water savings by residential water conservation and reuse – A case study , 2011 .

[7]  Andrew M. Dixon,et al.  Analysis of a rainwater collection system for domestic water supply in Ringdansen, Norrköping, Sweden , 2005 .

[8]  Niranjali Jayasuriya,et al.  Optimal sizing of rain water tanks for domestic water conservation , 2010 .

[9]  Seungkwan Hong,et al.  Rainwater Harvesting System for Contiunous Water Supply to the Regions with High Seasonal Rainfall Variations , 2014, Water Resources Management.

[10]  J S Mun,et al.  Design and operational parameters of a rooftop rainwater harvesting system: definition, sensitivity and verification. , 2012, Journal of environmental management.

[11]  Monzur Alam Imteaz,et al.  Rainwater harvesting potential for southwest Nigeria using daily water balance model , 2012 .

[12]  Enedir Ghisi,et al.  Rainwater tank capacity and potential for potable water savings by using rainwater in the residential sector of southeastern Brazil , 2007 .

[13]  Olanike O. Aladenola,et al.  Assessing the Potential for Rainwater Harvesting , 2010 .