QPut a Circle around the CORRECT Answer. 1-An agricultural farm is cultivated by mixed crops. The available data are: Depth of R.Z. is dR = 0.9 (m). * * Capillary Rise of soil in the farm, he = 0.3 (m). The minimum depth of the unsaturated zone above W.T is: (a) DR = 0.6 (m) (b) DR = 1 (m) (c) DR 1.2 (m) = 2- The available data are: * Depth of Tile Drains below G.S., DTile = 1.8 (m). * DR = 1 (m) Maximum height of W.T. at mid-distance above Tile Drains level is: (a) Ho = 2.8 (m) (b) H. = 0.6 (m) (c) Ho= 0.8 (m) 3: Given *Bed width of open drain B *Depth of water in open drain y *y = B *Side slope of open drain Z=1 Width of open drain at W.L. is: (a) W = 5y (b) W = 4y (c) W = 3y
QPut a Circle around the CORRECT Answer. 1-An agricultural farm is cultivated by mixed crops. The available data are: Depth of R.Z. is dR = 0.9 (m). * * Capillary Rise of soil in the farm, he = 0.3 (m). The minimum depth of the unsaturated zone above W.T is: (a) DR = 0.6 (m) (b) DR = 1 (m) (c) DR 1.2 (m) = 2- The available data are: * Depth of Tile Drains below G.S., DTile = 1.8 (m). * DR = 1 (m) Maximum height of W.T. at mid-distance above Tile Drains level is: (a) Ho = 2.8 (m) (b) H. = 0.6 (m) (c) Ho= 0.8 (m) 3: Given *Bed width of open drain B *Depth of water in open drain y *y = B *Side slope of open drain Z=1 Width of open drain at W.L. is: (a) W = 5y (b) W = 4y (c) W = 3y
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q/Put a Circle around the CORRECT Answer.
1-An agricultural farm is cultivated by mixed crops. The available data are:
* Depth of R.Z. is dR = 0.9 (m).
Capillary Rise of soil in the farm, he = 0.3 (m).
The minimum depth of the unsaturated zone above W.T is:
(a) DR = 0.6 (m)
(b) DR = 1 (m)
(C) DR = 1.2 (m)
*
2- The available data are:
Depth of Tile Drains below G.S., Drile = 1.8 (m).
* DR = 1 (m)
Maximum height of W.T. at mid-distance above Tile Drains level is:
(a) Ho = 2.8 (m)
(b) Ho = 0.6 (m)
(c) Ho = 0.8 (m)
3: Given
*Bed width of open drain B
*Depth of water in open drain y
*y=B
*Side slope of open drain Z=1
Width of open drain at W.L. is:
(a) W = 5y
(b) W = 4y
(c) W = 3y
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