Draining for Profit, and Draining for HealthWaring, George E. (George Edwin)
Science
Draining for Profit, and Draining for Health
Waring, George E. (George Edwin)
Drain-tiles; Drainage
The next operation is to trace, on the plan, lines following the same
level, wherever the land is of the proper height for its surface to meet
them. For the purpose of illustrating this operation, lines at intervals
of elevation of one foot are traced on the plan in Fig. 8. And these lines
show, with sufficient accuracy for practical purposes, the elevation and
rate of inclination of all parts of the field,—where it is level or nearly
so, where its rise is rapid, and where slight. As the land rises one foot
from the position of one line to the position of the line next above it,
where the distance from one line to the next is great, the land is more
nearly level, and when it is short the inclination is steeper. For
instance, in the southwest corner of the plan, the land is nearly level to
the 2-foot line; it rises slowly to the center of the field, and to the
eastern side about one-fourth of the distance from the southern boundary,
while an elevation coming down between these two valleys, and others
skirting the west side of the former one and the southern side of the
latter, are indicated by the greater nearness of the lines. The points at
which the contour lines cross the section lines are found in the following
manner: On the second line from the west side of the field we find the
elevations of the 4th, 5th and 6th stakes from the southern boundary to be
1.9, 3.3, and 5.1. The contour lines, representing points of elevation of
2, 3, 4, and 5 feet above the _datum line_, will cross the 50-foot lines
at their intersections, only where these intersections are marked in even
feet. When they are marked with fractions of a foot, the lines must be
made to cross at points between two intersections,—nearer to one or the
other, according to their elevations,—thus between 1.9 and 3.3, the 2-foot
and 3-foot contour lines must cross. The total difference of elevation,
between the two points is 3.3—1.9=1.4; 10/14 of the space must be given to
the even foot between the lines, and the 2-foot line should be 1/14 of the
space above the point 1.9;—the 3-foot line will then come 3/14 below the
point 3.3. In the same manner, the line from 3.3 to 5.1 is divided into 18
parts, of which 10 go to the space between the 4. and 5. lines, 7 are
between 3.3 and the 4-foot line, and 1 between the 5-foot line and 5.1.
[Illustration: Fig. 8 - MAP WITH CONTOUR LINES.]
Fig. 8 - MAP WITH CONTOUR LINES.
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