From a constant head test on. fine sand, the following data were recrded. Prob 3Pumping test was carried out in alayer of soil extending to a depthof 28 m. The initial position ofthe water table is located 4mbelow the ground. Observation wellswere sighted 33.5m & 97.5mfrom the pumping well. Water is pumpedat 248.4 m³/hr and when steadylevels were attained, the drawdownsat the observation wells were observedto be lilm and 0.54m respectively.@Draw the diagram showing the unconfinedaquifer, pumping & observation wells, andthe water levels6 Compute the coeff. of permability*2) PERLYcelTheology-MadriagaPEB&W AndradeUCSP-Dela Cruz, C.Statistics - ManaiangC.Arts-AbivaFABM-PialdaFil 112-De TorresP. Science EnriusProblFrom a constant head test cn. fineSand, the following data were recorded:Length of SampleDiameter of sampleConstant head differenceVol. of water collectedin 4 min.16 cm9,6cm50 cm420 ccDetermine the following:@Coefficient of Permeability in cm/s6 Discharge Velocity in cm/s- If e=0.ss, seepage Velocity in cmстProb 2A fallinghead testis performed on aSample soil. The standpipe having a diameter0.2 cm is observed and it takes 60 secondsfor the water to drop by 50 cm froman initial hydraulic head of 90 cm.The sample has a length of 20 cm anda diameter of 4 cm.6tFind the coef. of permeabilitySolve for the hydraulic gradientRate of flow in the soil.

note: As per the guidelines as it is not mentioned which question is to solve so i m solving the…

Prob 3 Pumping test was carried out in a layer of soil extending to a depth of 28 m. The initial position of the water table is located 4m below the ground. Observation wells were sighted 33.5m & 97.5m from the pumping well. Water is pumped at 248.4 m³/hr and when steady levels were attained, the drawdowns at the observation wells were observed to be lilm and 0.54m respectively. @Draw the diagram showing the unconfined aquifer, pumping & observation wells, and the water levels 6 Compute the couff. of permability

Prob 3 Pumping test was carried out in a layer of soil extending to a depth of 28 m. The initial position of the water table is located 4m below the ground. Observation wells were sighted 33.5m & 97.5m from the pumping well. Water is pumped at 248.4 m³/hr and when steady levels were attained, the drawdowns at the observation wells were observed to be lilm and 0.54m respectively. @Draw the diagram showing the unconfined aquifer, pumping & observation wells, and the water levels 6 Compute the couff. of permability

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.24CTP

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