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Pal and Mallikarjuna [2] collected data and evaluated the average lateral gap versus percentage area occupancy relationship in heterogeneous traffic.
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When a varus stress was applied, the mean lateral gap was 6.7 ± 1.9 mm (2.1 9.2), indicating that the flexion gap is not rectangular but trapezoidal.
The average lateral expansion velocity is 2400 km s−1.
The CSNWs have an average lateral size of 125 nm.
(a) Average height (AH), (b) average lateral diameter (LD), (c) average density (AD), and (d) root-mean-square (RMS) roughness (Rq).
The average lateral errors were less than 2.7 cm for all speeds.
The number of lateral gaps, channel width, and lateral gap size were optimized to maximize HTCs of 2062, 2029, and 1895 W/m2K for heating powers of 40, 60, and 80 W, respectively.
Similar medial gap was detected during the cementation and lateral gap was broadened.
For data analyses, an average lateral position MVC (variable defined as lateral MVC) and an average lateral position endurance time (variable defined as lateral endurance) were calculated by averaging the MVCs and endurance times obtained during right lateral position task and left lateral position task.
Average lateral deviation was measured with a Formetric device in all 3 included studies.
The average lateral brow lift ranges between 4 and 6 mm as needed.
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