Show how variations in T and S affect transient drawdown curves in an ideal confined aquifer at r= 1, 5, 10, 15, 30, 60, 90, and 120 m when Q = 10= 400 min.Determine:on one graph.1. For S = 5 x 104, plot drawdown vs. r for T = 1.0 × 10-¹, 1.0 × 10-²and 1.0 x 10-3 m²2. For T = 1.0 x 10 plot drawdown vs. r for S = 5 x 10-³,5 x 10-4, and 5 x 10- on one graph.2-53. Summarize your findings into a narrative form (e.g. use words)and t

r= 1,5,10,15,30,60,90 and 120 m, Confined Aquifer Q= 10 L/sec and t = 400 min T and S refer to the…

Show how variations in T and S affect transient drawdown curves in an ideal confined aquifer at r= 1, 5, 10, 15, 30, 60, 90, and 120 m when Q = 10 and t = 400 min. Determine: sec 1. For S= 5 x 10 plot drawdown vs. r for T=1.0 x 10-1, 1.0 x 10-2, and 1.0 × 10-3 m² on one graph. 2. For T = 1.0 × 10-2 me plot drawdown vs. r for S = 5 x 10-³,5 x 104, and 5 x 10-5 on one graph. 3. Summarize your findings into a narrative form (e.g. use words)

Show how variations in T and S affect transient drawdown curves in an ideal confined aquifer at r= 1, 5, 10, 15, 30, 60, 90, and 120 m when Q = 10 and t = 400 min. Determine: sec 1. For S= 5 x 10 plot drawdown vs. r for T=1.0 x 10-1, 1.0 x 10-2, and 1.0 × 10-3 m² on one graph. 2. For T = 1.0 × 10-2 me plot drawdown vs. r for S = 5 x 10-³,5 x 104, and 5 x 10-5 on one graph. 3. Summarize your findings into a narrative form (e.g. use words)

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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