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Physical Review B, 58 (1998) 890 - 896

Fujii, “Frictional characteristics of an aerostatic linear bearing”, Tribology International 39(9), 888-896 (2006)

Commun Nonlinear Sci-Numer Simulat,2014, 19(9)896-904

Rahman, “Preparation of microporous activated carbon and its modification for arsenic removal from water,” Journal of Industrial and Engineering Chemistry, vol. 20, no. 3, pp. 887–896, May 2014, doi: 10.1016/j.jiec.2013.06.019

Sci. 21 (3) (2023) 896–907

Interscye, front Interscye, back .912 .912 .909 .899 .896 .889 .884 .881 .872 .859 .856 .842 .768 .715 .667 .660 .610 .329 .190 .302 .363 .335 .390 .412 .409 .412 .371 .351 .339 .289 .470 .654 .573 .565 23.933 77.20 .966 Height Crotch height Gluteal fold height Thigh height Hip height Bust height Axilla height Knee height Stature Waist height Cervical height Calf height Arm length Upperarm length Lateral shoulder length .287 .323 .330 .343 .358 .371 .337 .375 .375 .394 .339 .575 .533 .579 .948 .937 .932 .930 .926 .921 .921 .916 .915 .911 .873 .722 .719 .602 3.730 12.03 .978 Body Proportion Comparison by Age Group.

µS/cm) Downstream well (Conductivity = 4521 S/cm) Depth (m) Material Effective Porosity Depth(m) Material Effective Porosity 0-7 clay 0.15 0-5 clay 0.15 7-15 sand and gravel 0.28 5-17 sand and gravel 0.28 Table 2: Calculation of leachate volume using the eight 3D horizontal slices shown in Fig. 2 Depth ∆A Layers (m2) ∆Z (m) ∆Vi (m3) Effective Porosity Leachate quantity contained in ∆Vi (m3) Layer 1 12 1.00 12.0 0.15 1.80 Layer 2 128 1.15 147.2 0.15 22.08 Layer 3 616 1.32 813.1 0.15 121.97 Layer 4 756 1.52 1149.1 0.15 172.37 Layer 5 784 1.75 1372.0 0.28 384.16 Layer 6 812 2.01 1632.1 0.28 456.99 Layer 7 868 2.35 2039.8 0.28 571.14 Layer 8 896

P. 894-896

Computers in Human Behavior, 2009, 25(4): 887-896

Mujumdar, Improved design for heat transfer performance of a novel phase change material (PCM) thermal energy storage (TES), Applied Thermal Engineering. 50 (2013) 896-907