Volume of metal core V = 300 cm3
Saturated soil weight "w_s = 500 \\;g"
Dry soil weight "w_d = 350 \\;g"
Bulk Density "V_b = \\frac{w_s}{V} = \\frac{500}{300} = 1.67 \\;g\/cm^3"
MC% by weight and volume
"MC_{w} = \\frac{w_s-w_d}{w_d} \\times 100 \\\\\n\n= \\frac{500-350}{350} \\times 100 \\\\\n\n= 42.85 \\;\\%"
Dry density
"\u03c1_d = \\frac{w_d}{V} \\\\\n\n= \\frac{350}{300}=1.167 \\;g\/cm^3 \\\\\n\n\u03c1_d = \\frac{D_p\u03c1_w }{1 +e} \\\\\n\n1.167 = \\frac{2.65 \\times 1}{1+e} \\\\\n\ne = 1.27"
Porosity
"\u03b7 = \\frac{e}{1+e} = 0.559 \\\\\n\n\\frac{Volume \\; of \\; water}{Total \\; volume} = \\frac{V_w}{V} = 0.559"
Since soil is 100% saturated with water.
"MC_{v} = \\frac{V_w}{V} \\times 100 \\\\\n\n= 0.559 \\times 100 \\\\\n\n= 55.9 \\;\\%"
cm of water per 100cm depth of soil
depth of water in cm = MC % by volume "\\times" depth of soil
= 55.9 % "\\times" 100 cm
= 55.9 cm
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