8 resultados para POLYAMIDE-1010
em Bucknell University Digital Commons - Pensilvania - USA
Resumo:
The size of the Zoetrope was roughly between a foot or two of cubic space, although the exact dimensions vary from model to model. The materials used to create the Zoetrope were fairly basic; the wooden platform served as the stabilizer, the cylinder was mounted on a wooden or metal pole that elevated the viewing platform and the cylinder itself, we can deduce, was made of a flexible paper-like material that allowed slots to be cut into it. The band with the painted or sketched images would be made of a similar if not identical material as it has to change form to fit inside its corresponding cylinder.
Resumo:
The Gaussian-2, Gaussian-3, complete basis set- (CBS-) QB3, and CBS-APNO methods have been used to calculate ΔH° and ΔG° values for neutral clusters of water, (H2O)n, where n = 2−6. The structures are similar to those determined from experiment and from previous high-level calculations. The thermodynamic calculations by the G2, G3, and CBS-APNO methods compare well against the estimated MP2(CBS) limit. The cyclic pentamer and hexamer structures release the most heat per hydrogen bond formed of any of the clusters. While the cage and prism forms of the hexamer are the lowest energy structures at very low temperatures, as temperature is increased the cyclic structure is favored. The free energies of cluster formation at different temperatures reveal interesting insights, the most striking being that the cyclic trimer, cyclic tetramer, and cyclic pentamer, like the dimer, should be detectable in the lower troposphere. We predict water dimer concentrations of 9 × 1014 molecules/cm3, water trimer concentrations of 2.6 × 1012 molecules/cm3, tetramer concentrations of approximately 5.8 × 1011 molecules/cm3, and pentamer concentrations of approximately 3.5 × 1010 molecules/cm3 in saturated air at 298 K. These results have important implications for understanding the gas-phase chemistry of the lower troposphere.
Resumo:
http://digitalcommons.bucknell.edu/dance_performances/1010/thumbnail.jpg
Resumo:
The purpose of this thesis is to offer both an exposition and defense for the Catholic Church's traditional understanding of eucharistic transubstantiation. I hope to show how a belief in such a doctrine is in no way irrational nor is it indefensible; butinstead, the doctrine of transubstantiation makes sense when it is viewed in light of what Catholic Christians believe about who the human being is, what the human desires, and the special way in which God personally works in human history. The method I am following investigates how the doctrine of transubstantiation coheres with and follows the other beliefs that Catholics hold; that is, beginning with certain presuppositions, there is a certain rational progression to the Catholic understanding of real presence.
Resumo:
This study examined the chemical compatibility of several model soil-bentonite(SB) backfills with an inorganic salt solution (CaCl2). First, bentonite-water slurry was created using a natural sodium-bentonite, as well as two modified bentonites –multiswellable bentonite (MSB) and a “salt-resistant” bentonite (SW101). Once slurries that met typical construction specifications had been created using the various bentonites,the model SB backfills were prepared for each type of bentonite. These backfills werealso designed to meet conventional construction and design requirements. The SB backfills were then subjected to permeation with tap water and/or CaCl2 solutions of various concentrations in order to evaluate the compatibility of the SB backfills with inorganic chemicals. The results indicate that SB backfill experiences only minor compatibility issues (i.e., no large differences between the hydraulic conductivity of the SB backfill to tap water and CaCl2) compared to many other types of clay barriers. In addition, SB backfills show no major change in final hydraulic conductivity to CaCl2 when permeated with tap water before CaCl2 versus being permeated with CaCl2 directly. These results may be due to the ability of the bentonite in the SB backfills to undergo osmotic swelling before permeation begins, and the inability of the CaCl2 solutions to undo the osmotic swelling. Similar results were obtained for all three clays tested, and while MSB did show less compatibility issues than the natural bentonite and SW101, it appears that the differences in performance may generally be negligible. Overall, thisstudy makes a significant addition to the understanding of SB cutoff wall compatibility.