4.2.8. The infiltration into a Yolo light clay as a function of time for a steady rainfall rate of 0.5 cm/h is as follows : Assume that ponding occurs at t = 1.07 h. Time (h) 1.07 1.53 2.30 3.04 3.89 4.85 7.06 Cumulative infiltration (cm) 0 0.54 0.75 1.0 1.2 1.4 1.6 2.0 Infiltration rate (cm/h) 0.5 0.5 0.37 0.29 0.25 0.22 0.20 0.17

Structural Analysis
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Chapter2: Loads On Structures
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a.) Using the data above, compute the parameters S
and K in the Philip's equation.
b.) Plot the curve indicating the relationship between
the infiltration capacity and time t.
Transcribed Image Text:a.) Using the data above, compute the parameters S and K in the Philip's equation. b.) Plot the curve indicating the relationship between the infiltration capacity and time t.
4.2.8. The infiltration into a Yolo light clay as a function of time for a steady rainfall
rate of 0.5 cm/h is as follows : Assume that ponding
Occurs at t = 1.07 h.
Time (h)
1.07 1.53 2.30 3.04 3.89 4.85
7.06
Cumulative infiltration (cm) 0
0.54 0.75 1.0
1.2
1.4
1.6
2.0
Infiltration rate (cm/h)
0.5 0.5
0.37 0.29 0.25 0.22 0.20
0.17
Transcribed Image Text:4.2.8. The infiltration into a Yolo light clay as a function of time for a steady rainfall rate of 0.5 cm/h is as follows : Assume that ponding Occurs at t = 1.07 h. Time (h) 1.07 1.53 2.30 3.04 3.89 4.85 7.06 Cumulative infiltration (cm) 0 0.54 0.75 1.0 1.2 1.4 1.6 2.0 Infiltration rate (cm/h) 0.5 0.5 0.37 0.29 0.25 0.22 0.20 0.17
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