For the following sieve analysis find the clean water head loss using the Rose equation. The water temperature is 20 C. The filtration rate is 200 L/m²-min and the bed depth is 0.7 m. The porosity is 0.45 and the shape factor is 0.8. Sieve number Fraction of sand retained Geometric mean size, mm 8-10 0.01 2.18 10-12 0.03 1.83 12-18 0.16 1.30 18-20 0.16 0.92 20-30 0.3 0.71 30-40 0.22 0.50 40-50 0.12 0.35

Principles of Foundation Engineering (MindTap Course List)
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Author:Braja M. Das
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Chapter16: Soil Improvement And Ground Modification
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For the following sieve analysis find the clean water head loss using the Rose equation. The water
temperature is 20 C. The filtration rate is 200 L/m²-min and the bed depth is 0.7 m. The porosity
is 0.45 and the shape factor is 0.8.
Sieve number
Fraction of sand retained
Geometric mean size, mm
8-10
0.01
2.18
10-12
0.03
1.83
12-18
0.16
1.30
18-20
0.16
0.92
20-30
0.3
0.71
30-40
0.22
0.50
40-50
0.12
0.35
Transcribed Image Text:For the following sieve analysis find the clean water head loss using the Rose equation. The water temperature is 20 C. The filtration rate is 200 L/m²-min and the bed depth is 0.7 m. The porosity is 0.45 and the shape factor is 0.8. Sieve number Fraction of sand retained Geometric mean size, mm 8-10 0.01 2.18 10-12 0.03 1.83 12-18 0.16 1.30 18-20 0.16 0.92 20-30 0.3 0.71 30-40 0.22 0.50 40-50 0.12 0.35
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