2.8A 500 m long levee made of compacted clay impoundswater in a reservoir as shown in Figure P2.8. There is a 1 mthick (measured in the direction perpendicular to the seam)sand seam continuing along the entire length of the levee, at10° inclination to the horizontal, which connects the reser-voir and the ditch. The hydraulic conductivity of the sand is2.6 x 10³ cm/s. Determine the volume of water that flowsinto the ditch every day. Elev. 38 mReservoirElev. 30 m(Not to scale)FIGURE P2.8LeveeSand seam200 mDitchElev. 28 m

Hydraulic conductivity (k) = 2.6*10-3 cm/sec.theata = 10oz1 = 38 mz2 = 28 m thickness of seam (t) =…

water in a reservoir as shown in Figure P2.8. thick (measured in the direction perpendicula sand seam continuing along the entire length 10° inclination to the horizontal, which conne voir and the ditch. The hydraulic conductivity 2.6 x 10-³ cm/s. Determine the volume of wa into the ditch every day.

water in a reservoir as shown in Figure P2.8. thick (measured in the direction perpendicula sand seam continuing along the entire length 10° inclination to the horizontal, which conne voir and the ditch. The hydraulic conductivity 2.6 x 10-³ cm/s. Determine the volume of wa into the ditch every day.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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