el is 33 m. The river and channel are 600 m. apart and a pervious formation of average thickness of 9 m. and hydraulic conductivity of 0.08 m/hr joins them together. Of the chán El. 36 m El. 33 m 19 m Pervious Mediumt -600 m River ur. Channel

Structural Analysis
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Chapter2: Loads On Structures
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11. A channel runs almost parallel to a river as shown in the figure. The water level in the river has an elevation of 36 m. and the elevation of the channel is 33 m. The river and channel are 600 m apart and a previous formation of the average thickness of 9 m and hydraulic conductivity of 0.80 m/hr joints them together.

  1. Compute the hydraulic gradient
  2. Compute the rate of seepage flow from the river to the channel per meter width in liters per day.
  3. If the seepage velocity is 0.048 m/day, compute the void ratio of the previous medium.
elevation of the channel is 33 m. The river and
channel are 600 m. apart and a pervious
formation of average thickness of 9 m. and
hydraulic conductivity of 0.08 m/hr joins them
together.
El. 36 m
El. 33 m
9 m
Pervious
Mediunt
-600 m-
River
ur.
Channel
Transcribed Image Text:elevation of the channel is 33 m. The river and channel are 600 m. apart and a pervious formation of average thickness of 9 m. and hydraulic conductivity of 0.08 m/hr joins them together. El. 36 m El. 33 m 9 m Pervious Mediunt -600 m- River ur. Channel
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