Engineering for Land Drainage

Cover Engineering for Land Drainage
Engineering for Land Drainage
C G Elliott
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1964 -234 . 469 7 2673 999 8 3491 . 611 9 . 4418 3-305 10 5454 4. 080 . 6600 4-937 12 . 7854 5. 875 13 . 9218 6. 895 14 . 069 7-997 15 . 227 9. 180 16 . 396 10. 44 i?
576 ii-79 18 . 767 13-22 19 . 969 14 73 20 . 182 16. 32 138 ENGINEERING FOR LAND DRAINAGE.
and apply the formula, being careful to consider the physical conditions of the area for which the computa- tion is made. Substitute the proper numbers in formula 7 and find the value of v ; multiply the value of v by the area of the tile as
... found in Table 2 to find value of Q. The result will be the quantity of water in cubic feet per second which the tile will discharge. Divide this number by the number in Table 5, which expresses the quantity of rainfall per acre which it is desired to remove per second in twenty-four hours. The result will be the number of acres which the given drain will afford an outlet for.
TABLE 5.
TABLE OF CUBIC FEET PER SECOND WHICH MUST BE DIS- CHARGED FROM A DRAIN TO RELIEVE ONE ACRE OF LAND OF VARIOUS DEPTHS OF WATER IN 24 HOURS.


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