Sentence examples for minimum depth for from inspiring English sources

The minimum depth for the safe passage of most barges is 9ft.

Hence, the minimum depth for self-similar indentation was estimated to be 9 nm, which was calculated from the equation R(1 - sin 70.3°) = 0.06R [16].

In our simulated alignment result, the maximum error rates in 300× and 200× average depth were 4.8% and 6%, respectively, and the minimum depth for complete phasing was approximately 800× average depth.

The Australian Rail Track Corporation (ARTC 2005) also recommended specific values for the minimum depth of cover for different classes of railway tracks.

The rails and sleepers were modeled as linear elastic materials to eliminate the undesired behavior of the superstructure for the determination of the minimum depth of cover for each analysis.

In this manner, the results of the 2D FE analyses present specific patterns for the calculation of the minimum depth of cover for box culverts and low-profile arches.

For each execution mode the user can specify the minimum base quality score, the minimum read quality score and the minimum depth of coverage for the pileup computations and the significance threshold for the statistical tests used in the GENOTYPE and ASE modes (default values set to 0, 0, 1, 5%, and 5%, respectively).

A brief review of these data demonstrates that the trends of the minimum depth of cover for box bridges differ from that of the low-profile arches.

The concept of using 2D and 3D FE analyses to determine the pattern of the minimum depth of cover for soil-steel railway bridges is shown in the flowchart of Figure 1.

A survey on the validity limit of the new formulas established from the 2D FE analyses demonstrated that the equations are appropriate to calculate the minimum depth of cover for all of the boxes and low-profile arches with spans greater than 8 m with stiffened and non-stiffened panels.

Exponential forms of the minimum depth of cover for railway boxes and low-profile arches were developed as a function of the span and relative stiffness of the backfill and the culvert structure, which exhibited good conformity with the 2D FE analysis results (R 2 > 0.85).   5.