4. For a confined well with 1000gpd withdrawal the draw dawn from several observation well are given in table below. Calculate the following: (a) Using the Thiem formula, complete the following table; (b) On semi-log graph paper, plot the final draw-down for each observation well with the log distance from the pumping well. Draw the best fitting line through the four points and obtain the rate of draw-down per log cycle. Then obtain the transmissivity value using Thiem equation; and (c) Compare with the values obtained in parts (a) and (b). 1 (feet) 98.0 2.6 2(feet) 295.0 98.0 295.0 $1(feet) 3.57 7.34 $2(feet) 2.35 3.57 2.35 KB(gpd/t) 7.34 3.57 2.35 7.34 2.6 98.0 295.0 2.6 705.0 0.82 705.0 705 0.82 0.82 Mean kB

4. For a confined well with 1000gpd withdrawal the draw dawn from several observation well are given in table below. Calculate the following: (a) Using the Thiem formula, complete the following table; (b) On semi-log graph paper, plot the final draw-down for each observation well with the log distance from the pumping well. Draw the best fitting line through the four points and obtain the rate of draw-down per log cycle. Then obtain the transmissivity value using Thiem equation; and (c) Compare with the values obtained in parts (a) and (b). 1 (feet) 98.0 2.6 2(feet) 295.0 98.0 295.0 $1(feet) 3.57 7.34 $2(feet) 2.35 3.57 2.35 KB(gpd/t) 7.34 3.57 2.35 7.34 2.6 98.0 295.0 2.6 705.0 0.82 705.0 705 0.82 0.82 Mean kB

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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