A contaminant is added as a point source to ground water flowing with a constant velocity of 4x10-6 m/s. Assuming longitudinal () and two transverse dispersivities (a, and az) of 1.0, 0.1 and 0.01 m, determine the spatial standard deviations (O, Oy, O:) in the plume size after 400 m of transport for a) if the contamination is nonreactive; b) if the adsorption reaction for the containment has a retardation factor (Ra) of 1.5.
A contaminant is added as a point source to ground water flowing with a constant velocity of 4x10-6 m/s. Assuming longitudinal () and two transverse dispersivities (a, and az) of 1.0, 0.1 and 0.01 m, determine the spatial standard deviations (O, Oy, O:) in the plume size after 400 m of transport for a) if the contamination is nonreactive; b) if the adsorption reaction for the containment has a retardation factor (Ra) of 1.5.
Chapter2: Loads On Structures
Section: Chapter Questions
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![Civil Engineering
A contaminant is added as a point source to ground water flowing with a constant velocity
of 4x10-6 m/s. Assuming longitudinal () and two transverse dispersivities (; and az) of
1.0, 0.1 and 0.01 m, determine the spatial standard deviations (O, Oj, Oz) in the plume size
after 400 m of transport for a) if the contamination is nonreactive; b) if the adsorption
reaction for the containment has a retardation factor (Ra) of 1.5.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fccbc7dd9-e260-4752-9259-62765d5a226f%2F52e633e6-8e94-43bf-b040-9401fd4930dd%2Fp28uicv_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Civil Engineering
A contaminant is added as a point source to ground water flowing with a constant velocity
of 4x10-6 m/s. Assuming longitudinal () and two transverse dispersivities (; and az) of
1.0, 0.1 and 0.01 m, determine the spatial standard deviations (O, Oj, Oz) in the plume size
after 400 m of transport for a) if the contamination is nonreactive; b) if the adsorption
reaction for the containment has a retardation factor (Ra) of 1.5.
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