Physical and compositional characteristics of drinking water storage tank sediment

Author:

Lytle Darren A.1ORCID,Muhlen Christy1,Lippitt Scott H.2,Crockett Evan3,Achtemeier Riley4

Affiliation:

1. U.S. Environmental Protection Agency, ORD, CESER, DWQB Cincinnati Ohio USA

2. College of Engineering and Applied Science University of Cincinnati Cincinnati Ohio USA

3. Oak Ridge Associated Universities (ORAU) Cincinnati Ohio USA

4. Oak Ridge Institute for Science and Education (ORISE) Cincinnati Ohio USA

Abstract

AbstractThirty‐one drinking water storage tank sediment samples were collected in 13 states, 17 distribution systems, and 29 tanks over the course of 4 years. Sediment samples were characterized for elemental composition and physical properties, which were found to be inconsistent both between samples of the same distribution system and across geographical regions. Differences between samples from the same tank also indicated spatial differences in sediment composition within storage tanks. Color was found to qualitatively trend toward darker or lighter depending on the concentration of a few elements (iron, aluminum, calcium, and magnesium). Particle shape varied between samples though uniformity increased as the particle size decreased. The average sediment particle density in this study (1.99 g/cm3) was lower than the density of a widely used sediment resuspension model silica sand (2.65 g/cm3), possibly resulting in underestimation of resuspension in models. This study suggests that sediment properties are highly site and storage tank specific, necessitating individual characterization to achieve greatest accuracy in storage tank suspension and draining model inputs.

Publisher

Wiley

Reference21 articles.

1. Association of State Drinking Water Administrators (ASDWA). (2020).State drinking water distribution system survey [White paper].https://www.asdwa.org/wp-content/uploads/2020/09/ASDWA-Distribution-System-Survey-White-Paper-2020.pdf

2. Analysis of threshold and incipient conditions for sediment movement

3. Settling velocity of natural particles

4. Water quality considerations for distribution system storage facilities

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