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Some general characteristics are evident in this slope analysis.
Slope failures in this slope group collectively generated ~77% of the total sediment mass (Additional file 3) at a rate of ~86 t ha−1 (Figure 4).
When geological conditions, mechanical properties of the rock mass, displacement measurements and/or construction have changed in a slope zone, the DRD value in this slope zone will increase or decrease.
I first calculate the change in the ORIT between two consecutive days for several instances during the 2003 RMI measles outbreak and find significant variation in this slope among the tested instances.
We examined different lags of exposure, tested the shape of the PM2.5 concentration mortality relationship, tested for changes in this slope over time, and relaxed the proportion assumption by allowing the effects of covariates to vary each year.
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However, water-table was not a significant control on testate amoebae in this case, suggesting a poor relationship between water table and surface moisture in this sloping blanket peatland.
In addition, this slope indicates that tibia lead concentration (micrograms per gram) can be estimated as 5% of the CBLI (microgram-years per deciliter).
In Figure 6b, this slope is close to 2. In addition, we can graphically verify that events at high rates have more weight than events at small rates in determining this slope.
As shown in Fig. 12, this slope increased with an increase in pH and a decrease of temperature.
Data were available to compute this slope in 40 participants for the weight and in 17 for the BMI z score analyses.
In this study, slope was generated using 3D analyst tools and classified as gently sloping or not gently sloping using a slope threshold of 8%.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com