STUDY

Water Demand Calculator Study

StanTec Architecture Inc. was commissioned by IAPMO to develop a prototype Single Family Residence plumbing plan, a 6-Unit Family Residence plumbing plan, and a 45 – Unit Family Residence plumbing plan in order to compare the cold and hot water sizing criteria associated with IAPMO’s – Water Demand Calculator (WDC) to the sizing methods contained within the Uniform Plumbing Code (UPC) the International Plumbing Code (IPC) and the International Residential Code (IRC).

The plumbing industry has long recognized that building potable water systems in today’s buildings are oversized. This presents a growing health and safety concern, as problems associated with declining water quality, such as Legionella, have been steadily increasing in recent years and are strongly correlated to water aging due to longer water residence times in plumbing systems.

Responding to this need, IAPMO initiated a project to develop the WDC to provide a new water supply sizing method that takes modern water usage patterns into account. It represents the first statistically based sizing method since the 1940’s and is a product of a multi-year research project between IAPMO, the American Society of Plumbing Engineers (ASPE), the Water Quality Research Foundation (WQ-RF) and the University of Cincinnati.

The impetus behind the development of the WDC is multi-faceted. Most importantly, and consistent with IAPMO’s imperative to address health and safety concerns as a priority, the WDC works to accurately predict water use patterns in residential buildings so that water pipes are properly sized, significantly reducing water aging in buildings. Use of the WDC also provides for faster hot water delivery times throughout the hot water systems. As such, it will also save energy, water, and reduce utility bills for the entire life of the plumbing system.

The WDC provides the above benefits while also working to reduce residential construction costs. This study provides estimates of probable cost for copper water piping and PEX water piping that were developed for each prototype. Estimates of probable costs were calculated for prototypes in the high cost New York City market, the medium cost Pittsburgh, PA market and the lower cost Oklahoma City, OK construction markets.

The results of the study indicate when the Water Demand Calculator is used, there are notable construction cost savings associated with each of the three residential prototype water service entrances, interior cold water mains / branches, interior hot water mains / branches, fittings, labor, and appurtenances.

Adaptive Reuse: Converting Offices to Multi­Residential Family

Adaptive reuse of commercial office spaces to residential multifamily offers opportunities to ease some of the housing shortage in the US. These types of construction projects have many challenges, from zoning restrictions, financing, and also controlling construction costs. Construction costs specifically can have a disparate impact on whether an adaptive reuse project is possible, let alone successful. Therefore, flexibility during the construction process is vital to the success of an adaptive reuse project. Codes for plumbing and mechanical systems that support design versatility and science-based methods, such as the Uniform Codes, will be essential for controlling construction expenses.

Capacities of Stacks and Horizontal Drains in Storm Drainage Systems

The sizing for storm drainage systems are dependent upon flow capacity equations used to calculate velocities and flow rates in pipe conduits. One of the variables in the equations is the coefficient of roughness. This paper explores how the roughness of different types of material will change the computational results that are dependent upon the roughness coefficient of the pipe.

Increase in Flow Diversity From Simultaneous Fixture Use: Impact on Peak Flow Estimate

In calculating peak water demand, there can be instances where an increase in fixture count results in a decrease in the expected peak demand. This white paper explains why this counterintuitive result can occur, especially when there is some probability of stagnation (i.e., zero demand). Using IAPMO’s Water Demand Calculator (WDC), we are not designing with zero flow in mind; hence, zero flows are ignored, and the 99th percentile is extracted from actual flows for any combination of busy fixtures.

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