Plz write neat 3. A 40-cm confined-aquifer well is pumped for 1440 minutes at 500 gpm. The drawdowns at thepumped well and at three observation wells are the following:Distance from center of pumped well, mDrawdown, m0.208.53.06.430.54.691.03.7Perform a linear regression on the field-test data and finda) transmissivity T, in m²/min,b) storage coefficient S.4. Solve problems 3.10 and 3.11 from Shammas and Wang, 3rd. Ed., 2011. 3.10 Two wells with effective diameters of 36 in. (914 mm)are located 1,500 ft (457.2 m) apart in an artesian aquifer withT = 2.5 x 10* gpd/ft (310.45 m/d/m) and S = 4 x 105.Compute the drawdown at each well when the two wells arepumped at 500 gpm (2,725 m³/d) for 20 days.3.11 Suppose it is desired to restrict the drawdown in each ofthe wells to 40 ft in Problem 3.10. What will be the correspon-ding discharges for individual wells?

GivenDischarge Q=500 Gpm=2725 m3/day=1.892 m3/minDiameter of confined well d=40 cm Radius r1=0.2 m…

3. A 40-cm confined-aquifer well is pumped for 1440 minutes at 500 gpm. The drawdowns at the pumped well and at three observation wells are the following: Distance from center of pumped well, m Drawdown, m 0.20 8.5 3.0 6.4 30.5 4.6 91.0 3.7 Perform a linear regression on the field-test data and find a) transmissivity T, in m²/min, b) storage coefficient S.

3. A 40-cm confined-aquifer well is pumped for 1440 minutes at 500 gpm. The drawdowns at the pumped well and at three observation wells are the following: Distance from center of pumped well, m Drawdown, m 0.20 8.5 3.0 6.4 30.5 4.6 91.0 3.7 Perform a linear regression on the field-test data and find a) transmissivity T, in m²/min, b) storage coefficient S.

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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