Hydrology problem.6. Three pumping wells are located around an observation well as shown in the figurebelow. All three wells have diameters of 0.5 m and are drilled into the same confinedaquifer system with transmissivity of 20 m2/day. Water is pumped at a rate of 140m*/day from well P1, 105 m /day from well P2, and 90 m /day from well P3. Steady-state drawdown in each well is 5.4 m for P1, 4.3 m for P2, and 3.7 m for P3. Find thesteady-state drawdown in the observation well.• P170 m55 mP3• P260 m

Given- Diameter of pumping wells-D=0.5 mTransmissivity-T=20 m2/dayRate of pumping-Q1=140…

Hydrology problem. 6. Three pumping wells are located around an observation well as shown in the figure below. All three wells have diameters of 0.5 m and are drilled into the same confined aquifer system with transmissivity of 20 m²/day. Water is pumped at a rate of 140 m*/day from well P1, 105 m /day from well P2, and 90 m*/day from well P3. Steady- state drawdown in each well is 5.4 m for Pl, 4.3 m for P2, and 3.7 m for P3. Find the steady-state drawdown in the observation well. • P1 70 m 55 m P3 • P2 60 m

Hydrology problem. 6. Three pumping wells are located around an observation well as shown in the figure below. All three wells have diameters of 0.5 m and are drilled into the same confined aquifer system with transmissivity of 20 m²/day. Water is pumped at a rate of 140 m/day from well P1, 105 m /day from well P2, and 90 m/day from well P3. Steady- state drawdown in each well is 5.4 m for Pl, 4.3 m for P2, and 3.7 m for P3. Find the steady-state drawdown in the observation well. • P1 70 m 55 m P3 • P2 60 m

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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