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A parameter estimation model for contaminant transport in porous media given sparse dataOkeke, Alexander Chukwuemeka. January 1900 (has links)
Thesis (Ph. D.)--University of Wisconsin--Madison,1983. / Typescript. Vita. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 136-151).
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A preliminary study of the effect of calcium chloride highway anti-icer liquid on roadside trees in Leavenworth, WashingtonDirkse, Jason Lennart. January 2006 (has links) (PDF)
Thesis (M.S. in environmental science)--Washington State University, May 2006. / Includes bibliographical references (p. 50-52).
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Evaporation of an ammonia chloride stream to produce aqueous ammonia and 40 wt % calcium chloride /Ivey, Thadeus J. January 1900 (has links)
Thesis (M.S.)--Oregon State University, 2007. / Printout. Includes bibliographical references (leaves 80-81). Also available on the World Wide Web.
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The replacement of calcium carbonate with calcium chloride and calcium fluoride in a whiteware bodyRosenbaum, Charles Richard. January 1933 (has links) (PDF)
Thesis (B.S.)--University of Missouri, School of Mines and Metallurgy, 1933. / The entire thesis text is included in file. Typescript. Title from title screen of thesis/dissertation PDF file (viewed July 12, 2010) Includes bibliographical references (p. 26).
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Factors affecting penetration of calcium into apples dipped in calcium chloride solutions after harvest.Betts, Heather A. 01 January 1976 (has links) (PDF)
No description available.
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An X-ray diffraction investigation of concentrated solutions of CaCl? and MgCl? /Shipsey, Edward Joseph January 1967 (has links)
No description available.
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Evaluation of Shelf-Life Improvements of Wet Pack Clingstone Peaches Designed for Military Operation Rations by Addition of Calcium SaltsMorse, Lee Charles 01 August 2011 (has links)
When available, wet pack peaches are produced by repackaging sliced and/or diced canned clingstone peaches into a 5-ounce MRE pouch, followed by a thermal process. In this study, wet pack diced peaches were processed in 5-ounce pouches using canned, fresh, and frozen peaches as the raw material. Calcium chloride was added at 0.0 or 0.5% (w/w) to the pouches. The pouches were then stored at 37°C for six months or 50°C for six weeks. The peaches were evaluated for texture, drained weight, pH, brix and sensory evaluations.The canned peaches were not significantly different from wet pack peaches processed using frozen and fresh peaches for overall liking when stored at 37°C for six months. Based on the inability of panelists to differentiate between peach types for overall liking, this study suggests that producers should continue to use canned clingstone peaches as the peach source for wet pack peaches.When calcium chloride was applied to wet pack peaches before thermal processing at 0.5% w/w, a significant increase was seen in the firmness of wet pack peaches after processing. Peaches treated with calcium chloride did not lose firmness as quickly when stored at 50°C for six weeks, but showed no difference in firmness loss rates when stored at 37°C for six months. Sensory analysis of the samples stored at 37°C for six months showed an improvement in firmness scores but a drastic decline in overall acceptance due to the impact of flavor scores.viMultiple levels of calcium chloride showed increased firming effects as the percentage of calcium chloride increased, with negative effects on flavor as the percentage increased. Flavor was not significantly affected by calcium chloride at 0.125% in sensory analysis. This study concludes that to optimize flavor and firmness of wet pack peaches, calcium chloride should only be added at a level up to 0.125%(w/w) that will result in a final pH ≥3.85.
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Soil stabilization using optimum quantity of calcium chloride with Class F fly ashChoi, Hyung Jun 30 October 2006 (has links)
On-going research at Texas A&M University indicated that soil stabilization
using calcium chloride filter cake along with Class F fly ash generates high strength.
Previous studies were conducted with samples containing calcium chloride filter cake
and both Class C fly ash and Class F fly ash. Mix design was fixed at 1.3% and 1.7%
calcium chloride and 5% and 10% fly ash with crushed limestone base material.
Throughout previous studies, recommended mix design was 1.7% calcium chloride filter
cake with 10% Class F fly ash in crushed limestone base because Class F fly ash
generates early high and durable strength.
This research paper focused on the strength increase initiated by greater than
1.7% pure calcium chloride used with Class F fly ash in soil to verify the effectiveness
and optimum ratio of calcium chloride and Class F fly ash in soil stabilization. Mix
design was programmed at pure calcium chloride concentrations at 0% to 6% and Class
F fly ash at 10 to 15%.
Laboratory tests showed samples containing any calcium chloride concentration
from 2% to 6% and Class F fly ash content from 10% to 15% obtained high early strength however, optimum moisture content, different mix design, and mineralogy
deposit analysis are recommended to evaluate the role and the effectiveness of calcium
chloride in soil stabilization because of the strength decreasing tendency of the samples
containing calcium chloride after 56 days.
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Field evaluation of calcium nitrite and chloride in Ohio prestressed concrete box beam bridge girdersGamble, Joanne M. January 1996 (has links)
Thesis (M.S.)--Ohio University, August, 1996. / Title from PDF t.p.
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A clay-calcium chloride desiccant dehumidifier using low temperature regeneration for building air conditioningTretiak, Christopher Scott. January 1900 (has links)
Thesis (M.A.Sc.)--Dalhousie University (Canada), 2007. / Includes bibliographical references.
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