Publications

Cappelle, Malynda A.; Ho, Clifford K.

Abstract not provided.

Kobos, Peter H.; Krumhansl, James L.; Dewers, Thomas D.; Heath, Jason; Cappelle, Malynda A.; Borns, David J.; Dwyer, Brian P.

Abstract not provided.

Cappelle, Malynda A.; Sattler, Allan R.; Vittitow, Michael P.

Abstract not provided.

Cappelle, Malynda A.; Ho, Clifford K.

Abstract not provided.

Cappelle, Malynda A.

Abstract not provided.

Mckenna, Sean A.; Ho, Clifford K.; Cappelle, Malynda A.; Webb, Stephen W.; O'Hern, Timothy J.

This report summarizes the experimental and modeling effort undertaken to understand solute mixing in a water distribution network conducted during the last year of a 3-year project. The experimental effort involves measurement of extent of mixing within different configurations of pipe networks, measurement of dynamic mixing in a single mixing tank, and measurement of dynamic solute mixing in a combined network-tank configuration. High resolution analysis of turbulence mixing is carried out via high speed photography as well as 3D finite-volume based Large Eddy Simulation turbulence models. Macroscopic mixing rules based on flow momentum balance are also explored, and in some cases, implemented in EPANET. A new version EPANET code was developed to yield better mixing predictions. The impact of a storage tank on pipe mixing in a combined pipe-tank network during diurnal fill-and-drain cycles is assessed. Preliminary comparison between dynamic pilot data and EPANET-BAM is also reported.

Rigali, Mark J.; Cappelle, Malynda A.

Abstract not provided.

Kobos, Peter H.; Cappelle, Malynda A.; Krumhansl, James L.; Dewers, Thomas D.; Borns, David J.; Brady, Patrick V.

Abstract not provided.

Cappelle, Malynda A.; Everett, Randy L.; Holub, William E.; Sattler, Allan R.

Abstract not provided.

Cappelle, Malynda A.; Kottenstette, Richard K.; Mayer, T.M.

Abstract not provided.

Cappelle, Malynda A.; Kobos, Peter H.; Krumhansl, James L.; Borns, David J.; Hightower, Marion M.

Abstract not provided.

Cappelle, Malynda A.; Everett, Randy L.; Holub, William E.

Abstract not provided.

Cappelle, Malynda A.; Kobos, Peter H.; Krumhansl, James L.; Borns, David J.; Hightower, Marion M.

Abstract not provided.

Williams, Cecelia V.; Lindgren, Eric R.; Cappelle, Malynda A.; Danneels, Jeffrey J.

Abstract not provided.

Pierce, Suzanne P.; Cappelle, Malynda A.; Ashwill, Thomas D.; Carlson, Jeffrey J.; Lentine, Anthony L.

Abstract not provided.

Cappelle, Malynda A.; Kottenstette, Richard K.; Everett, Randy L.; Holub, William E.; Siegel, Malcolm D.; Wright, Jerome L.; Aragon, Alicia R.; Dwyer, Brian P.

Sandia National Laboratories (SNL) is conducting pilot scale evaluations of the performance and cost of innovative water treatment technologies aimed at meeting the recently revised arsenic maximum contaminant level (MCL) for drinking water. The standard of 10 {micro}g/L (10 ppb) is effective as of January 2006. The pilot tests have been conducted in New Mexico where over 90 sites that exceed the new MCL have been identified by the New Mexico Environment Department. The pilot test described in this report was conducted in Anthony, New Mexico between August 2005 and December 2006 at Desert Sands Mutual Domestic Water Consumers Association (MDWCA) (Desert Sands) Well No.3. The pilot demonstrations are a part of the Arsenic Water Technology Partnership program, a partnership between the American Water Works Association Research Foundation (AwwaRF), SNL and WERC (A Consortium for Environmental Education and Technology Development). The Sandia National Laboratories pilot demonstration at the Desert Sands site obtained arsenic removal performance data for fourteen different adsorptive media under intermittent flow conditions. Well water at Desert Sands has approximately 20 ppb arsenic in the unoxidized (arsenite-As(III)) redox state with moderately high total dissolved solids (TDS), mainly due to high sulfate, chloride, and varying concentrations of iron. The water is slightly alkaline with a pH near 8. The study provides estimates of the capacity (bed volumes until breakthrough at 10 ppb arsenic) of adsorptive media in the same chlorinated water. Adsorptive media were compared side-by-side in ambient pH water with intermittent flow operation. This pilot is broken down into four phases, which occurred sequentially, however the phases overlapped in most cases.

Dwyer, Brian P.; Everett, Randy L.; Holub, William E.; Kottenstette, Richard K.; Wright, Jerome L.; Cappelle, Malynda A.

Sandia National Laboratories (SNL) is conducting pilot scale evaluations of the performance and cost of innovative water treatment technologies aimed at meeting the recently revised arsenic maximum contaminant level (MCL) for drinking water. The standard of 10 {micro}g/L (10 ppb) is effective as of January 2006. The first pilot tests have been conducted in New Mexico where over 90 sites that exceed the new MCL have been identified by the New Mexico Environment Department. The pilot test described in this report was conducted in Socorro New Mexico between January 2005 and July 2005. The pilot demonstration is a project of the Arsenic Water Technology Partnership program, a partnership between the American Water Works Association Research Foundation (AwwaRF), SNL and WERC (A Consortium for Environmental Education and Technology Development). The Sandia National Laboratories pilot demonstration at the Socorro Springs site obtained arsenic removal performance data for five different adsorptive media under constant ambient flow conditions. Well water at Socorro Springs has approximately 42 ppb arsenic in the oxidized (arsenate-As(V)) redox state with moderate amounts of silica, low concentrations of iron and manganese and a slightly alkaline pH (8). The study provides estimates of the capacity (bed volumes until breakthrough at 10 ppb arsenic) of adsorptive media in the same chlorinated water. Near the end of the test the feedwater pH was lowered to assess the affect on bed capacity and as a prelude to a controlled pH study (Socorro Springs Phase 2).

Cappelle, Malynda A.

Narasimhan Consulting Services, Inc. (NCS), under a contract with the Sandia National Laboratories (SNL), designed and operated pilot scale evaluations of the adsorption and coagulation/filtration treatment technologies aimed at meeting the recently revised arsenic maximum contaminant level (MCL) for drinking water. The standard of 10 {micro}g/L (10 ppb) is effective as of January 2006. The pilot demonstration is a project of the Arsenic Water Technology Partnership program, a partnership between the American Water Works Association Research Foundation (AwwaRF), SNL and WERC (A Consortium for Environmental Education and Technology Development). The pilot evaluation was conducted at Well 30 of the City of Weatherford, OK, which supplies drinking water to a population of more than 10,400. Well water contained arsenic in the range of 16 to 29 ppb during the study. Four commercially available adsorption media were evaluated side by side for a period of three months. Both adsorption and coagulation/filtration effectively reduced arsenic from Well No.30. A preliminary economic analysis indicated that adsorption using an iron oxide media was more cost effective than the coagulation/ filtration technology.

Cappelle, Malynda A.; Kottenstette, Richard K.; Siegel, Malcolm D.; Everett, Randy L.; Holub, William E.; Wright, Jerome L.; Aragon, Alicia R.; Dwyer, Brian P.

Abstract not provided.

Siegel, Malcolm D.; Cappelle, Malynda A.; Aragon, Alicia R.

Abstract not provided.

Siegel, Malcolm D.; Marbury, Justin L.; Everett, Randy L.; Dwyer, Brian P.; Collins, Sue S.; Cappelle, Malynda A.; Aragon, Alicia R.

Sandia National Laboratories (SNL) is conducting pilot scale evaluations of the performance and cost of innovative drinking water treatment technologies designed to meet the new arsenic maximum contaminant level (MCL) of 10 {micro}g/L (effective January 2006). As currently envisioned, pilots tests may include multiple phases. Phase I tests will involve side-by-side comparisons of several commercial technologies primarily using design parameters suggested by the Vendors. Subsequent tests (Phase II) may involve repeating some of the original tests, testing the same commercial technologies under different conditions and testing experimental technologies or additional commercial technologies. This Pilot Test Specific Test Plan (PTSTP) was written for Phase I of the Socorro Springs Pilot. The objectives of Phase I include evaluation of the treatment performance of five adsorptive media under ambient pH conditions (approximately 8.0) and assessment of the effect of contact time on the performance of one of the media. Addenda to the PTSTP may be written to cover Phase II studies and supporting laboratory studies. The Phase I demonstration began in the winter of 2004 and will last approximately 9 months. The information from the test will help the City of Socorro choose the best arsenic treatment technology for the Socorro Springs well. The pilot demonstration is a project of the Arsenic Water Technology Partnership program, a partnership between the American Water Works Association (AWWA) Research Foundation, SNL, and WERC (A Consortium for Environmental Education and Technology Development).

Siegel, Malcolm D.; Cappelle, Malynda A.

Abstract not provided.