Darcy's Law: Elevation: 285 m Impervious Sand B = 5.5 m Elevation : 250 m k₁ Ditch L₁ = 35 m L, 15 m L₁ = 25 m k, = 3.5 cm/day k₂= 0.75 cm/day k, = 1.25 cm/day L = 75 m Figure 2. Cross-sectional view of the levee spanning 800 m (into the paper) with stratified porous sand layers with a width of 5.5 m and a total length 75 m A levee, of the cross-sectional area shown above, has been determined to exist for a length of 800 meters. The hydraulic conductivity of each sand stratum, confined by the top and bottom impermeable layers, is shown. Determine the quantity of water (in m³/min) which flows from the lake into the ditch, through the permeable stratified sand layer of length, 75 m. H head loss Kv(eq) kiA i = 0.0.0-0 (H) H₁ H₂ H₂ length + + + + Q = Levee
Darcy's Law: Elevation: 285 m Impervious Sand B = 5.5 m Elevation : 250 m k₁ Ditch L₁ = 35 m L, 15 m L₁ = 25 m k, = 3.5 cm/day k₂= 0.75 cm/day k, = 1.25 cm/day L = 75 m Figure 2. Cross-sectional view of the levee spanning 800 m (into the paper) with stratified porous sand layers with a width of 5.5 m and a total length 75 m A levee, of the cross-sectional area shown above, has been determined to exist for a length of 800 meters. The hydraulic conductivity of each sand stratum, confined by the top and bottom impermeable layers, is shown. Determine the quantity of water (in m³/min) which flows from the lake into the ditch, through the permeable stratified sand layer of length, 75 m. H head loss Kv(eq) kiA i = 0.0.0-0 (H) H₁ H₂ H₂ length + + + + Q = Levee
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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