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16

CALCULATIONS TO ASCERTAIN THE TRACT 26.

ay = 5895-4 the Northern base in Rannoch.rb" = 3011-4 the Southern base in Glenmore.nk = 4055-5 the distance of the two cairns.

RA

=

5670

NR

=r

5545

KR

=

5952

OR

zz

3582

AB

=

1489

nb"

=

6053 ■

KF

=

8227

ob"

—

5466

BC

=

4506

N'A

=

5941

KG

:=

8036

OA

—

6769

CD

=

775

NB

=

6573

ICH

=

7748

OS

3271

DF

=

7388

NC

=

7797

KW

—

7603

ox

—

4079

FG

=

1166

nd

=

7657

KL

=

8335

ou

6061

GH

=

4068

NF

=

5980

KY

=

10008

oz

—

9073

HW

=

2118

NG

—

6370

KV

=

10215

OM

zz

3317

WL

—

1816

NH

=

8195

KO

=

2615

LY

=

7085

NW

=

9059

KP

=

3221

YV

=

3636

NL

=

10405

K a

13710

MS

zz

381

VT

=

2645

NY

=

1375-2

K(3

=

15404

re

zz

1335

TZ

4393

NS

=

5795

KM

=

1817

ze

:=

3719

zu

=

4132

NO

=

2875

kS’

2528

FD

=

6430

ux

1984

NP

=

3271

k a

=r

3326

f'f

3934

xs

=

2378

Na

=

1 1876

Kb

=

4409

vi'

4098

SR

=

1410

N#

=

5899

t'k'

=

2327

N b

=

7614

m ’ h

1172

n h

3381

PG

::n

4815

ab

=

1843

N S'

—

1585

PH

5196

ccl

=

1750

From the iirst three lines, or bases, and the horizontalangles observed at the several stations, a very large and ac-curate pl.-.n of the whole survey was constructed, forming amap of 4 feet long by 4 feet broad, which was verified inevery part by ? the measures of the computed lines, both thoseabove-mentioned, and others, and they were generally foundto agree very exactly, according to the scale by which theplan was constructed. The use of this large map was, to re-ceive and admit of the distinct and accurate exhibition of thefigures in their true places, expressing the number of feet inelevation or depression, with respect to each observatory, ofevery point and section of the ground, whose elevation ordepression might be observed. But before proceeding to thecomputation and construction of the points in the sections, wemay here abstract the numbers which express the relative ele-vation of the principal original points in the survey, beingthe extremes of the lines whose lengths are above abstracted.'