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6. Two observation wells have been constructed in the confined aquifer shown below. If the flow rate (Q) is 0.01 m³/hr/unit width, Porosity, n= 0.26, effective porosity=0.23 and and compressibility 11N/m2 of aquifer matrix is a = 10-8 ms2/kg; compressibility of water, B = 45.8 x10 i. 15 miday 300m K-7 600 m X-10 m/day Determine K2 what is the effective hydraulic conductivity (K) for the system Calculate transmissivity and Storativity

6. Two observation wells have been constructed in the confined aquifer shown below. If the flow rate (Q) is 0.01 m³/hr/unit width, Porosity, n= 0.26, effective porosity=0.23 and and compressibility 11N/m2 of aquifer matrix is a = 10-8 ms2/kg; compressibility of water, B = 45.8 x10 i. 15 miday 300m K-7 600 m X-10 m/day Determine K2 what is the effective hydraulic conductivity (K) for the system Calculate transmissivity and Storativity

Principles of Geotechnical Engineering (MindTap Course List)
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 7.22P: Refer to Figure 7.24. The following data were collected during the field permeability measurement of...
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6. Two observation wells have been constructed in the confined aquifer shown below. If the flow rate (Q) is 0.01 m³/hr/unit width, Porosity, n= 0.26, effective porosity=0.23 and and compressibility of aquifer matrix is a = 10-8 ms2/kg: compressibility of water, B = 45.8 x10 11N/m² i. ii. lii. 20 m K₁-15 miday 300m K₂-7 K₁-10 m/day Determine K2 what is the effective hydraulic conductivity (K) for the system Calculate transmissivity and Storativity
Transcribed Image Text:6. Two observation wells have been constructed in the confined aquifer shown below. If the flow rate (Q) is 0.01 m³/hr/unit width, Porosity, n= 0.26, effective porosity=0.23 and and compressibility of aquifer matrix is a = 10-8 ms2/kg: compressibility of water, B = 45.8 x10 11N/m² i. ii. lii. 20 m K₁-15 miday 300m K₂-7 K₁-10 m/day Determine K2 what is the effective hydraulic conductivity (K) for the system Calculate transmissivity and Storativity
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