Abstract

Water availability pressures, competing end-uses and sewers at capacity are all drivers for change in urban water management. Rainwater harvesting (RWH) and greywater reuse (GWR) systems constitute alternatives to reduce drinking water usage and in the case of RWH, reduce roof runoff entering sewers. Despite the increasing popularity of installations in commercial buildings, RWH and GWR technologies at a household scale have proved less popular, across a range of global contexts. For systems designed from the top-down, this is often due to the lack of a favourable cost-benefit (where subsidies are unavailable), though few studies have focused on performing full capital and operational financial assessments, particularly in high water consumption households. Using a bottom-up design approach, based on a questionnaire survey with 35 households in a residential complex in Bucaramanga, Colombia, this article considers the initial financial feasibility of three RWH and GWR system configurations proposed for high water using households (equivalent to >203 L per capita per day). A full capital and operational financial assessment was performed at a more detailed level for the most viable design using historic rainfall data. For the selected configuration (‘Alt 2’), the estimated potable water saving was 44% (equivalent to 131 m3/year) with a rate of return on investment of 6.5% and an estimated payback period of 23 years. As an initial end-user-driven design exercise, these results are promising and constitute a starting point for facilitating such approaches to urban water management at the household scale.

Highlights

  • Increased pressure over water resources to meet the demands of growing populations is pushing supply systems to their limits (Couto et al 2015)

  • This paper evaluates indicators such as the internal rate of return (IRR), net present value (NPV) and payback period (PP), comparing the proposed system and the conventional alternative

  • Bringing together all of the Alt 2 rainwater harvesting (RWH) and greywater reuse (GWR) system networks, treatment and cost elements described in the previous sections enabled a cost analysis to be performed, upon which a financial feasibility assessment could be estimated

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Summary

Introduction

Increased pressure over water resources to meet the demands of growing populations is pushing supply systems to their limits (Couto et al 2015) Aspects such as the reduction of water availability from surface and groundwater sources, continued population growth (e.g. an increase of 1.8 million people between 2005 and 2030 is projected) (Muthukumaran et al 2011) and climate variability, which has increased episodes of drought, contribute to intensify concerns about water availability. These threats and trends make urgent the need to adapt water management and governance to current and changing social and environmental conditions (Domènech and Saurí 2011; Tian et al 2012). Fifty-percent reductions in tank size were viable, resulting in positive impacts on cost and return periods without compromising efficiency or increasing probability of failure to supply

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