A soil has an effective diameter of 0.36mm. At which hydraulic gradient does the flow start to become partly turbulent. Note: Use as transition Re=1.
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A soil has an effective diameter of 0.36mm. At which hydraulic gradient does the flow start...
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[15) 3. Two lines of sheet pile walls are driven into a river bed to allow excavation of a trench. Water level in the trench is maintained at the bottiom of the excavation (level C-F) by pumping Elevations are as follows: Impervious layer (level E-G; datum): Oft Soil surface (level B-B') Water level & soil level in trench (C-F): 40t Water level in river (A-A'): 75 t Tip of...
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A constant-head flow experiment is set
up as shown. The soil is a saturated cylindrical silty sand sample
extending between Points B and D. Hydraulic conductivity of the
sand is k = 1 x 10-3 cm/sec.
Using the datum shown, calculate the elevation head
he (cm), pressure head hp (cm), and total
head ht (cm) at Points A, B, C, D and E. Report your
answers in the table provided.
Calculate the flow (in cm3/hr) through the silty
sand assuming...
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