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10 m 20 m 10 m 1000 m 4. (30 pts) Groundwater flows from a homogeneous zone 1 with a hydraulic conductivity of K₁=2 m/day to a homogeneous zone 2 with a hydraulic conductivity of K₂=20 m/day. The effective porosity values in zone 1 and zone 2 are 0.2 and 0.1, respectively. The Darcian velocity in zone 1 is q=0.1 m/day. The hydraulic gradient is zone 1 is 0.005. The entry angle in zone 1 is 20 degrees with the normal direction of the interface of zone 1 and zone 2. Solve the following problems: a) What is the angle of flow in zone 2 with the normal direction of the interface of these two zones? b) What is the Darcian velocity in zone 2? c) What is the hydraulic gradient in zone 2? d) What are the groundwater flow velocities in zone 1 and zone 2?

10 m 20 m 10 m 1000 m 4. (30 pts) Groundwater flows from a homogeneous zone 1 with a hydraulic conductivity of K₁=2 m/day to a homogeneous zone 2 with a hydraulic conductivity of K₂=20 m/day. The effective porosity values in zone 1 and zone 2 are 0.2 and 0.1, respectively. The Darcian velocity in zone 1 is q=0.1 m/day. The hydraulic gradient is zone 1 is 0.005. The entry angle in zone 1 is 20 degrees with the normal direction of the interface of zone 1 and zone 2. Solve the following problems: a) What is the angle of flow in zone 2 with the normal direction of the interface of these two zones? b) What is the Darcian velocity in zone 2? c) What is the hydraulic gradient in zone 2? d) What are the groundwater flow velocities in zone 1 and zone 2?

Applications and Investigations in Earth Science (9th Edition)
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
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10 m 20 m 10 m 1000 m 100 m 4. (30 pts) Groundwater flows from a homogeneous zone 1 with a hydraulic conductivity. of K₁=2 m/day to a homogeneous zone 2 with a hydraulic conductivity of K₂=20 m/day. The effective porosity values in zone 1 and zone 2 are 0.2 and 0.1, respectively. The Darcian velocity in zone 1 is q₁-0.1 m/day. The hydraulic gradient is zone 1 is 0.005. The entry angle in zone 1 is 20 degrees with the normal direction of the interface of zone 1 and zone 2. Solve the following problems: a) What is the angle of flow in zone 2 with the normal direction of the interface of these two zones? b) What is the Darcian velocity in zone 2? c) What is the hydraulic gradient in zone 2? d) What are the groundwater flow velocities in zone 1 and zone 2? I
Transcribed Image Text:10 m 20 m 10 m 1000 m 100 m 4. (30 pts) Groundwater flows from a homogeneous zone 1 with a hydraulic conductivity. of K₁=2 m/day to a homogeneous zone 2 with a hydraulic conductivity of K₂=20 m/day. The effective porosity values in zone 1 and zone 2 are 0.2 and 0.1, respectively. The Darcian velocity in zone 1 is q₁-0.1 m/day. The hydraulic gradient is zone 1 is 0.005. The entry angle in zone 1 is 20 degrees with the normal direction of the interface of zone 1 and zone 2. Solve the following problems: a) What is the angle of flow in zone 2 with the normal direction of the interface of these two zones? b) What is the Darcian velocity in zone 2? c) What is the hydraulic gradient in zone 2? d) What are the groundwater flow velocities in zone 1 and zone 2? I
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