A sand layer of the cross-sectional area shown in Fig. has been determined to exist for a 800-m length of the levee. The hydraulic conductivity of the sand layer is 2.8 m/day. Determine the quantity of water which flows into the ditch in m3/min. Elv. 160 m Levee Elv. 145 m 1.6 m Ditch 180 m Impervious Sand Fig 18 -Prob 18

Structural Analysis
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Chapter2: Loads On Structures
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A sand layer of the cross-sectional area shown in Fig. has been determined to exist for a 800-m length of
the levee. The hydraulic conductivity of the sand layer is 2.8 m/day. Determine the quantity of water
which flows into the ditch in m3/min.
Elv. 160 m
Levee
Elv. 145 m
1.6 m
Ditch
180 m
Impervious
Sand
Fig 18 -Prob 18
Transcribed Image Text:A sand layer of the cross-sectional area shown in Fig. has been determined to exist for a 800-m length of the levee. The hydraulic conductivity of the sand layer is 2.8 m/day. Determine the quantity of water which flows into the ditch in m3/min. Elv. 160 m Levee Elv. 145 m 1.6 m Ditch 180 m Impervious Sand Fig 18 -Prob 18
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