# Final Calculations

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Lynn University
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Florida Institute of Technology Department of Mechanical and Civil Engineering CVE 3021 - Soil Mechanics lab Spring 2022 Lab 5: Results for Constant Head Permeability Test Student's Name: Lab Section: Date Performed: Laboratory Partners: Notes/Comments: Diameter of Sample, D: Length of Sample, L: Weight of Base, Mold and Gasket: Weight of Base, Mold, Gasket and Dry Soil : 7.60 14.30 2.09 cm cm kg 3.00 kg Dry Weight of Specimen: Specific Gravity of the Soil: 0.91 2.67 kg Volume of Sample: 648.71 Unit Weight of Soil: Void Ratio of Soil: 13.76 0.90 Temp. of Water, T (°C) Test # Head Difference, h (cm) Time of Collection, t (sec) Flow, Q (cm³) 1 2 3 4 5 41 41 41 41 41 20 30 40 50 60 85 190 210 220 260 Adjustment Factor: k [at 20°C] (cm/sec): 21.8 21.8 21.8 21.8 21.8 Average k (cm/sec) 0.958 0.003620 Notes & Sample Calculations: Column A : Is the data given, measured or calculated? If calculated, provide the equation used and a brief description in terms of parameters or columns presented in the table You are welcomed to leave a space and hand write calculations [but they must be included here or in the appendix!] Please monitor decimals; don't forget units wh ...
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