30 cmWaterSupplyPROBLEM NO. 2 FIGUREA Soil 1k16 cmSoil 2k28 cmSoil 3Soil 4k3 2 Dk4 212 cmConstant-HeadDifference 13 cm7 cm10 cm-4 cmDatum PROBLEM NO. 2SOIL PERMEABILITYAn inclined square tube is filled with layers of soil as shown inProblem No. 2 Figure (next slide). A constant-head difference ismaintained across the soil sample. The hydraulic conductivities ofthe four soils in the direction of the flow are assumed as 3k1 = k2 =1.5k3 = 2k4.1.Determine the quantity of water flowing through the sample perhour (k1 = 3.5 x 10-2 cm/sec).2. Determine the elevation head (Z), pressure head (u/Yw), andthe total head (h) at points A, B, C, and D with respect to thegiven datum.3.What will be the height of the vertical columns of water insidepiezometers B and C installed on the sample axis?

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Answered: 30 cm Water Supply PROBLEM NO. 2 FIGURE…

30 cm Water Supply PROBLEM NO. 2 FIGURE A Soil 1 k1 6 cm Soil 2 k2 8 cm Soil 3 Soil 4 k3 2 D k4 2 12 cm Constant-Head Difference 13 cm 7 cm 10 cm -4 cm Datum

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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