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Two parallel canals 50 m apart fully penetrate a homogeneous unconfined aquifer resting on a horizontal impermeable layer. The aquifer has a hydraulic conductivity of 3m day-1and an effective porosity of 0.25. One-dimensional steady groundwater flow occurs from the upper canal to the lower canal with the height of water levels in the canals 10 m and 8.5 m from the aquifer bottom, respectively. If a sediment layer of 4 cm thick with hydraulic conductivity of 1.2 × 10-2m day-1 is ultimately deposited on the inflow face, the groundwater discharge per 1000m width between the two canals in m3 day-1will be _______________Correct answer is between '690,695'. Can you explain this answer? for GATE 2024 is part of GATE preparation. The Question and answers have been prepared
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the GATE exam syllabus. Information about Two parallel canals 50 m apart fully penetrate a homogeneous unconfined aquifer resting on a horizontal impermeable layer. The aquifer has a hydraulic conductivity of 3m day-1and an effective porosity of 0.25. One-dimensional steady groundwater flow occurs from the upper canal to the lower canal with the height of water levels in the canals 10 m and 8.5 m from the aquifer bottom, respectively. If a sediment layer of 4 cm thick with hydraulic conductivity of 1.2 × 10-2m day-1 is ultimately deposited on the inflow face, the groundwater discharge per 1000m width between the two canals in m3 day-1will be _______________Correct answer is between '690,695'. Can you explain this answer? covers all topics & solutions for GATE 2024 Exam.
Find important definitions, questions, meanings, examples, exercises and tests below for Two parallel canals 50 m apart fully penetrate a homogeneous unconfined aquifer resting on a horizontal impermeable layer. The aquifer has a hydraulic conductivity of 3m day-1and an effective porosity of 0.25. One-dimensional steady groundwater flow occurs from the upper canal to the lower canal with the height of water levels in the canals 10 m and 8.5 m from the aquifer bottom, respectively. If a sediment layer of 4 cm thick with hydraulic conductivity of 1.2 × 10-2m day-1 is ultimately deposited on the inflow face, the groundwater discharge per 1000m width between the two canals in m3 day-1will be _______________Correct answer is between '690,695'. Can you explain this answer?.
Solutions for Two parallel canals 50 m apart fully penetrate a homogeneous unconfined aquifer resting on a horizontal impermeable layer. The aquifer has a hydraulic conductivity of 3m day-1and an effective porosity of 0.25. One-dimensional steady groundwater flow occurs from the upper canal to the lower canal with the height of water levels in the canals 10 m and 8.5 m from the aquifer bottom, respectively. If a sediment layer of 4 cm thick with hydraulic conductivity of 1.2 × 10-2m day-1 is ultimately deposited on the inflow face, the groundwater discharge per 1000m width between the two canals in m3 day-1will be _______________Correct answer is between '690,695'. Can you explain this answer? in English & in Hindi are available as part of our courses for GATE.
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Here you can find the meaning of Two parallel canals 50 m apart fully penetrate a homogeneous unconfined aquifer resting on a horizontal impermeable layer. The aquifer has a hydraulic conductivity of 3m day-1and an effective porosity of 0.25. One-dimensional steady groundwater flow occurs from the upper canal to the lower canal with the height of water levels in the canals 10 m and 8.5 m from the aquifer bottom, respectively. If a sediment layer of 4 cm thick with hydraulic conductivity of 1.2 × 10-2m day-1 is ultimately deposited on the inflow face, the groundwater discharge per 1000m width between the two canals in m3 day-1will be _______________Correct answer is between '690,695'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of
Two parallel canals 50 m apart fully penetrate a homogeneous unconfined aquifer resting on a horizontal impermeable layer. The aquifer has a hydraulic conductivity of 3m day-1and an effective porosity of 0.25. One-dimensional steady groundwater flow occurs from the upper canal to the lower canal with the height of water levels in the canals 10 m and 8.5 m from the aquifer bottom, respectively. If a sediment layer of 4 cm thick with hydraulic conductivity of 1.2 × 10-2m day-1 is ultimately deposited on the inflow face, the groundwater discharge per 1000m width between the two canals in m3 day-1will be _______________Correct answer is between '690,695'. Can you explain this answer?, a detailed solution for Two parallel canals 50 m apart fully penetrate a homogeneous unconfined aquifer resting on a horizontal impermeable layer. The aquifer has a hydraulic conductivity of 3m day-1and an effective porosity of 0.25. One-dimensional steady groundwater flow occurs from the upper canal to the lower canal with the height of water levels in the canals 10 m and 8.5 m from the aquifer bottom, respectively. If a sediment layer of 4 cm thick with hydraulic conductivity of 1.2 × 10-2m day-1 is ultimately deposited on the inflow face, the groundwater discharge per 1000m width between the two canals in m3 day-1will be _______________Correct answer is between '690,695'. Can you explain this answer? has been provided alongside types of Two parallel canals 50 m apart fully penetrate a homogeneous unconfined aquifer resting on a horizontal impermeable layer. The aquifer has a hydraulic conductivity of 3m day-1and an effective porosity of 0.25. One-dimensional steady groundwater flow occurs from the upper canal to the lower canal with the height of water levels in the canals 10 m and 8.5 m from the aquifer bottom, respectively. If a sediment layer of 4 cm thick with hydraulic conductivity of 1.2 × 10-2m day-1 is ultimately deposited on the inflow face, the groundwater discharge per 1000m width between the two canals in m3 day-1will be _______________Correct answer is between '690,695'. Can you explain this answer? theory, EduRev gives you an
ample number of questions to practice Two parallel canals 50 m apart fully penetrate a homogeneous unconfined aquifer resting on a horizontal impermeable layer. The aquifer has a hydraulic conductivity of 3m day-1and an effective porosity of 0.25. One-dimensional steady groundwater flow occurs from the upper canal to the lower canal with the height of water levels in the canals 10 m and 8.5 m from the aquifer bottom, respectively. If a sediment layer of 4 cm thick with hydraulic conductivity of 1.2 × 10-2m day-1 is ultimately deposited on the inflow face, the groundwater discharge per 1000m width between the two canals in m3 day-1will be _______________Correct answer is between '690,695'. Can you explain this answer? tests, examples and also practice GATE tests.