A 500-m long levee made of compacted clay impounds water in a reservoir as shown in Figure 3. A sandy-silt seam of average thickness 1.0 m (measured in the direction in the vertical direction) cuts across the otherwise impermeable clay. The average hydraulic conductivity of the sandy-silt seam is 1.5 x 10 cm/sec. Determine the volume of water that flows into the ditch every day. EL. 38 m Levee Reservoir (Compacted day) EL: 32 m EL: 30 m Sand seam m EL: 26m Ditch EL: 24m Clay 50 m (Not to scale)
A 500-m long levee made of compacted clay impounds water in a reservoir as shown in Figure 3. A sandy-silt seam of average thickness 1.0 m (measured in the direction in the vertical direction) cuts across the otherwise impermeable clay. The average hydraulic conductivity of the sandy-silt seam is 1.5 x 10 cm/sec. Determine the volume of water that flows into the ditch every day. EL. 38 m Levee Reservoir (Compacted day) EL: 32 m EL: 30 m Sand seam m EL: 26m Ditch EL: 24m Clay 50 m (Not to scale)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:3. A 500-m long levee made of compacted clay impounds water in a reservoir as shown in
Figure 3. A sandy-silt seam of average thickness 1.0 m (measured in the direction in the
vertical direction) cuts across the otherwise impermeable clay. The average hydraulic
conductivity of the sandy-silt seam is 1.5 x105 cm/sec. Determine the volume of water
that flows into the ditch every day.
EL. 38 m
Levee
Reservoir
(Compacted day)
EL: 32 m
EL: 30 m
Sand seam
EL: 26m
DitchEL: 24m
Clay
50 m
(Not to scale)
Figure 3
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