The document contains calculations of hydraulic conductivity (K) for various materials including concrete, soil, filters, and dam sections. K values are calculated using Darcy's law with hydraulic head (H) and velocity (v) terms provided. The materials and flow directions are identified for 44 pairs labeled A1 through A44 and B1 through B44.
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3rd grade slide 6-h.w.pdf
1. A1
Concrete Materials 12
4 10 m/ sec
Foundation Soil 7
4 10 m/ sec
B1
Concrete 11
6 10 m/ sec
Foundation 7
4 10 m/ sec
20 m
30 m
2. A2
Dam Body 7
2.7 10 m/ sec
Filter 3
1.8 10 m/ sec
B2
Dam Body 6
4 10 m/ sec
Filter 4
4.8 10 m/ sec
3. A3
Concrete 11
1 10 m/ sec
Foundation 7 6
5 10 m/ sec 1.8 10 m/ secH vK K
B3
Concrete 11
1 10 m/ sec
Foundation 5 5
6 10 m/ sec 3 10 m/ secH vK K
4. A4
Filter 3
3 10 m/ sec
Dam Section 6 6
7.5 10 m/ sec 2.7 10 m/ secH vK K
B4
Filter 4
5 10 m/ sec
Dam Section 7 7
7.5 10 m/ sec 2.7 10 m/ secH vK K
5. A5
Concrete Dam 11
1 10 m/ sec
Foundation 6
1
5
2
1 2 10 m/ sec
2 1.6 10 m/ sec
Layer K
Layer K
B5
Concrete Dam 10
1 10 m/ sec
Foundation Soil 7
1
6
2
1 4 10 m/ sec
2 3 10 m/ sec
Layer K
Layer K
6. A6
Dam Body 6
3 10 m/ sec
Filter 4
4 10 m/ sec
B6
Dam Body 6
3 10 m/ sec
Filter 3
1 10 m/ sec
7. A7
Dam Body 6
3 10 m/ sec
B7
Dam Body 6
3 10 m/ sec
Filter 3
1.4 10 m/ sec
8. A8
Dam Body 7
6 10 m/ sec
B8
Dam Body 7
6 10 m/ sec
Filter 3
1.4 10 m/ sec