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Nov 2, 2022

Comparing Actual and Designed Water Demand in Australian Multilevel Residential Buildings

Publication: Journal of Water Resources Planning and Management
Volume 149, Issue 1

Abstract

There is now evidence that many long-standing international plumbing codes significantly overestimate the peak water demand in multilevel residential buildings. The overestimation of this design value may have adverse effects on construction cost, energy consumption, water quality, and safe operation. This research aims to assess the performance of the current Australian and New Zealand cold water plumbing standard in peak demand design for multilevel residential buildings. A literature review was conducted on the international development of residential water demand estimation models. The Australian practice of peak demand design is compared against selected international plumbing codes and some newly proposed approaches using a fixed apartment layout as a benchmark. Following this, the paper compares the actual water demand of four Australian multilevel residential buildings with the designed peak demand (99th percentile flow) from the Australian and New Zealand standard and selected international plumbing codes. Results show that the adjusted 99th percentile flow rates (adjusted from raw measurements to count for the impact of sampling interval) are only 23%–28% of the nominal design values from the Australian and New Zealand standard. None of the international peak demand design standards considered in this research can be readily applied to Australian multilevel residential buildings. Research needs are identified, including the impact of the sampling interval, the practical definition of the 99th percentile flow, the implications of reduced pipe sizes, and other limitations in current plumbing system design practices. This research serves as an informative reference for researchers, industry, and regulatory bodies working on improving their existing plumbing design standards.

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Data Availability Statement

The water usage database used in this study was provided by the Hydraulic Consultants Association of Australasia through the Water Demand Investigation project. Data are available on request.

Acknowledgments

The authors thank the Hydraulic Consultants Association of Australasia for its support in the field investigation and the supply of water usage data. The first author thanks the Australian Building Codes Board for a student research scholarship and the Hydraulic Consultants Association of Australasia for contributing to the Ph.D. scholarship.

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Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 149Issue 1January 2023

History

Received: Oct 26, 2021
Accepted: Jul 20, 2022
Published online: Nov 2, 2022
Published in print: Jan 1, 2023
Discussion open until: Apr 2, 2023

Authors

Affiliations

Ph.D. Candidate, School of Engineering, Deakin Univ., 75 Pigdons Rd., Waurn Ponds, VIC 3216, Australia (corresponding author). ORCID: https://orcid.org/0000-0003-2837-5579. Email: [email protected]
Professor, Civil Engineering Program, Univ. of Cincinnati, 765 Baldwin ML71, Cincinnati, OH 45221-0071. ORCID: https://orcid.org/0000-0002-8795-1583. Email: [email protected]
Senior Lecturer, School of Engineering, Deakin Univ., 75 Pigdons Rd., Waurn Ponds, VIC 3216, Australia. ORCID: https://orcid.org/0000-0002-6344-5993. Email: [email protected]

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  • Determination of Fixture-Use Probability for Peak Water Demand Design Using High-Level Water End-Use Statistics and Stochastic Simulation, Journal of Water Resources Planning and Management, 10.1061/JWRMD5.WRENG-6146, 149, 11, (2023).

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