166 On the Harrison ( Ohio) Tornado. 
TaBLe— Continued, 
Whole breadth, 66 rods. Bearings. Whole breadth, 66 rods. | Bearings, 
( 26|N. 55° E. 
ae 50° E. 15th section of 3 rs 40,N, 20° W. 
. 28\E. over 27 41\N. 6° E, 
lith section of 3 rods, + 29/N. 49\N. 6° E, 
30\N. 20° E. 16th “ 43'N. 6° E 
{ 31)N. 45° E. 44S, 68° E 
12th « 32 E. twisted ith * | 0 
83/E. 6° S. 18th 45'N. 20° W. 
34/E. 10° S. 19% ws 
Lgth. <@ < 20th i. & 46 N. 68° W. 
36.N, 10° EK. Bist * . . 47S. 10° E 
oS eTIN 16° | eed te al 
14th 738 N. 5° W. beg 
truth ; from some circumstances I am inclined to believe that it is 
a little too high. 
A few general remarks will close this article. 
1st. This storm was remarkable for the occasional exhibitions 
diameter would penetrate earth five feet nine inches. A shot 
three inches in diameter, nearly the resisting surface of the scant- 
ling, would under similar circumstances penetrate three feet nine 
inches. This is but three inches deeper than the scantling was 
driven. While the weight of the timber in question would have 
been greater than the weight of a three inch shot ; on the other 
hand the form of the end was not so favorable for penetration. 
What portion of its velocity was due to falling cannot be tol 
with accuracy. As it fell within thirty rods of the building from 
