1. Calculate the Darcy velocity. 2. The porosity of the sediment is 0.35. What is the actual velocity of groundwater flow? 3. How long would it take for the contaminant to travel 1 mile (1607 m)?

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.4P
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Problem 1. A confined aquifer has two monitoring wells spaced 500 m apart along the direction of the groundwater
flow. The difference in the water level in the wells is 2.0 m. The hydraulic conductivity of the sediment is 50 m/day.
The retardation factor is 3.
1. Calculate the Darcy velocity.
2. The porosity of the sediment is 0.35. What is the actual velocity of groundwater flow?
3. How long would it take for the contaminant to travel 1 mile (1607 m)?
Transcribed Image Text:Problem 1. A confined aquifer has two monitoring wells spaced 500 m apart along the direction of the groundwater flow. The difference in the water level in the wells is 2.0 m. The hydraulic conductivity of the sediment is 50 m/day. The retardation factor is 3. 1. Calculate the Darcy velocity. 2. The porosity of the sediment is 0.35. What is the actual velocity of groundwater flow? 3. How long would it take for the contaminant to travel 1 mile (1607 m)?
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