Qu Put a Circle around the CORRECT Answer 1- Given: *Length of Secondary open drain Lopen = 2400 (m). *Tile Drains Spacing, S = 80 (m). * Flow Rate of Secondary Open Drain, Qopen = 5580 (m³/d). (a) Qrile = 200 (m³/s) (b)QTile = 300 (m³/s) (c) Qrile 186 (m³/s) 2- Given: * Effective depth of the impermeable layer below Tile Drain level, *de = 12 (m). *Hydraulic conductivity of soil layer located above Tile Drains level, Ka = 6 (m/d). * Hydraulic conductivity of soil layer located below Tile Drains level, Kb = 0.5 (m/d). P-12 * Maximum height of W.T. above Tile Drains level at mid-distance Ho= 0.8 (m) * Drain Spacing S = 45 (m) Drainage Coefficient R. is: (a) 0.001 (m of water/d) (b) 0.015 (m of water/d) (c) 0.026(m of water/d) 3- An agricultural farm is cultivated by mixed crops. There is no drainage system in farm. The available data are: * Leaching Requirements of the farm, LR = 37% *Depth of Irrigation Water, (dw); = 0.081 (m of water/Irrigation) *Depth of drained water (dw)d is:
Qu Put a Circle around the CORRECT Answer 1- Given: *Length of Secondary open drain Lopen = 2400 (m). *Tile Drains Spacing, S = 80 (m). * Flow Rate of Secondary Open Drain, Qopen = 5580 (m³/d). (a) Qrile = 200 (m³/s) (b)QTile = 300 (m³/s) (c) Qrile 186 (m³/s) 2- Given: * Effective depth of the impermeable layer below Tile Drain level, *de = 12 (m). *Hydraulic conductivity of soil layer located above Tile Drains level, Ka = 6 (m/d). * Hydraulic conductivity of soil layer located below Tile Drains level, Kb = 0.5 (m/d). P-12 * Maximum height of W.T. above Tile Drains level at mid-distance Ho= 0.8 (m) * Drain Spacing S = 45 (m) Drainage Coefficient R. is: (a) 0.001 (m of water/d) (b) 0.015 (m of water/d) (c) 0.026(m of water/d) 3- An agricultural farm is cultivated by mixed crops. There is no drainage system in farm. The available data are: * Leaching Requirements of the farm, LR = 37% *Depth of Irrigation Water, (dw); = 0.081 (m of water/Irrigation) *Depth of drained water (dw)d is:
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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