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This is also supported by one of the significant SRS-2 question items focused on eye contact, which was included in the Wilcoxon Rank Sum test analysis for changes from intake to conclusion.
The analysis supports that an essential factor in parameter estimation by pumping test analysis for (at least some) unconfined aquifers is the use of a model that accounts for time-varying drainage from the vadose zone.
However, general drop test analysis for composite structures usually takes a lot of computational efforts, and it may be even more expensive for failure analysis and optimization when various structural geometries and design configurations are taken into account.
Table 2 Student t test analysis for compressive strength test results based on different CNTs contents.
The use of well test analysis for quantifying near well and reservoir behavior is well established for the case of simple single-layer homogenous systems.
Table 7 Build-up test analysis for reservoir model above the dew-point pressure Simulation input data Log-log analysis of simulation results (P_i) (psia) 6000 5984 (kh) (md − ft) 480 452 (k_{text{reff}}) (md) 4.61 4.61.
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T-test analysis (for independent groups) was performed on results from the luciferase assays, qRT-PCR results from transfection in MeWo cells and endogenous miRNA expression analysis.
Comparison of multiple groups was done by one-way or two-way analysis of variance (ANOVA) with Bonferroni multiple comparison post-test analysis for one-way ANOVA and Sidak-Holm multiple comparison post-test analysis for two-way ANOVA.
Statistical analyses were performed by t-test analysis for independent samples using GraphPad Prism version 6.0 (San Diego, CA).
We performed a paired t-test analysis for each item to assess the change between the "in" and "out" score.
Comparisons between groups were made by one-way or two-way analysis of variance (ANOVA) with Fisher LSD method post-test analysis for pairwise multiple comparisons, as appropriate.
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