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Updated: Apr 19, 2026

Design and Construction of an Urban Runoff Research Facility
Published on: August 8, 2014
Economic and environmental assessment of office building rainwater harvesting systems in various U.S. cities
Ranran Wang1, Julie B Zimmerman
1School of Forestry and Environmental Studies and ‡Department of Chemical and Environmental Engineering, Yale University , New Haven, Connecticut 06520, United States.
Abstract:
Rainwater harvesting (RWH) systems implemented in office buildings under heterogeneous urban settings in the United States, including combined and separated storm sewer systems, will result in varying environmental and economic costs and benefits across multiple water sectors. The potable water saving and stormwater abatement potentials were found to strongly correlate with the local annual precipitation totals and patterns, specifically the long-period antecedent dry weather period. Given the current water rates and stormwater fees in large U.S. cities, RWH systems implemented in office buildings may not be cost-effective compared to the municipal supplies over their lifetime, except in Seattle, which has the highest stormwater fees in the country ($77.50/1000 sf impervious surface/month). The minimum net life cycle costs range from -$1.60 (Seattle) to $11.9 (Phoenix) per m(3) of rainwater yield, resulting in a potential economic gain of over $520 (Seattle) to a net loss of $800 (Phoenix) per building annually. By preventing the rooftop runoff from entering the wastewater treatment plant, between 3 and 9 kg N eq per year could be reduced in combined sewer systems depending on local conditions. This N reduction comes at the expense 0.7-4.6 kg CO2 eq per m(3) rainwater yield. In separate sewer systems, eutrophication reduction benefits result from reducing N loading associated with stormwater runoff. The overall sustainability of implementing RWH depends on the site-specific functional, economic, and environmental benefits, impacts, and trade-offs.
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