A7 cm long poorly graded sand (k-0.05 cm/s) is placed next to a 33 cm long sandy silt (k=0.005 cm/s). Both soils have a cross sectional area of 10 cm2 and are attached to reservoirs as shown below. 50 cm 100 cm 40 cm Sand Sandy silt A) What is the equivalent hydraulic gradient for the system? (iAB) B) What is the flow rate through the poorly graded sand? C) What is the height of the vertical column of water inside piezometer installed at point C? D) What is the hydraulic gradient from A to C?

Structural Analysis
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Chapter2: Loads On Structures
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A7 cm long poorly graded sand (k=0.05 cm/s) is placed next to a 33 cm long sandy silt (k=0.005 cm/s). Both soils have a cross sectional area
of 10 cm? and are attached to reservoirs as shown below.
50 cm
100 cm
40cm
Sand
Sandy silt
A) What is the equivalent hydraulic gradient for the system? (iAB)
B) What is the flow rate through the poorly graded sand?
C) What is the height of the vertical column of water inside piezometer installed at point C?
D) What is the hydraulic gradient from A to C?
s中石
|四 =
Transcribed Image Text:Tons :ו וסAnldLi Review View Help O Recc 14 A A A E E EE 1E A Shape Fill O Find Aa 2 A ALLOIG Z Shape Outline Replace IUS ab AV Arrange Quick EE Styles O Shape Effects A Select Font Paragraph Drawing Editing A7 cm long poorly graded sand (k=0.05 cm/s) is placed next to a 33 cm long sandy silt (k=0.005 cm/s). Both soils have a cross sectional area of 10 cm? and are attached to reservoirs as shown below. 50 cm 100 cm 40cm Sand Sandy silt A) What is the equivalent hydraulic gradient for the system? (iAB) B) What is the flow rate through the poorly graded sand? C) What is the height of the vertical column of water inside piezometer installed at point C? D) What is the hydraulic gradient from A to C? s中石 |四 =
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