Technical Papers
Mar 12, 2020

Probability of Water Fixture Use during Peak Hour in Residential Buildings

Publication: Journal of Water Resources Planning and Management
Volume 146, Issue 5

Abstract

The standard method for estimating instantaneous peak water use in premise plumbing systems (PPSs) is Hunter’s (1940) design curve, showing water demand versus fixture units. In recent years, federal regulations have mandated efficient water fixtures and, coincidentally, per capita water use has declined dramatically. As a consequence, Hunter’s iconic design curve no longer applies to many contemporary PPSs. In this study, high-resolution indoor water-use data from more than 1,000 single-family homes across the United States were analyzed to estimate the peak hour probability of use (p-values) for efficient water fixtures. Concurrent water-use profiles in different single-family households were combined to determine fixture p-values for multiapartment buildings. Results show that during the peak hour in single-family homes, p-values ranged from 0.5% to 5.5% at typical household fixtures. In a multiunit complex, the p-values tend to diminish as the number of units in the building increases, converging to baseline slightly lower than the single-family case. The p-values reported here can be used to help predict peak indoor water demand in residential buildings. These p-values represent current residential water-use habits and provide a first step in efforts to update Hunter’s classic method for estimating peak indoor water demand in buildings.

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Data Availability Statement

The residential water-use database used in this study was provided by a third party. Direct requests may be made to the provider: Dan Cole of IAPMO. [email protected].

Acknowledgments

The authors thank the International Association of Plumbing and Mechanical Officials (IAPMO), the Water Quality Association (WQA), and the American Society of Plumbing Engineers (ASPE) for a Fellowship and the University of Cincinnati for a graduate student scholarship to Toritseju Omaghomi. The authors appreciate constructive comments from anonymous reviewers whose helpful suggestions improved the first draft of this paper.

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Information & Authors

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 146Issue 5May 2020

History

Received: Jun 26, 2019
Accepted: Dec 6, 2019
Published online: Mar 12, 2020
Published in print: May 1, 2020
Discussion open until: Aug 12, 2020

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Authors

Affiliations

Toritseju Omaghomi, Ph.D., A.M.ASCE https://orcid.org/0000-0002-1500-2303
Graduate Research Assistant, Dept. of Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221. ORCID: https://orcid.org/0000-0002-1500-2303
Steven Buchberger, Ph.D., M.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, Cincinnati, OH 45221 (corresponding author). Email: [email protected]
Daniel Cole
Director of Technical Services, International Association of Plumbing and Mechanical Officials Group, 18927 Hickory Creek Dr., Suite 220, Mokena, IL 60448.
Jason Hewitt
P.E.
Office Manager, CB Engineers, 1511 3rd Ave., Suite 1005, Seattle, WA 98101.
Timothy Wolfe
P.E.
Director of Plumbing Engineering, TRC Worldwide Engineering, 7202 Shadeland Ave., Suite 217, Indianapolis, IN 46240.

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