Examples

M4-Ex1 The following readings are taken from a page of an old level book. It is required to reconstruct the page. Fill-up missing quantities and apply the usual checks.

Station

B.S.

I.S.

F.S.

Rise

Fall

R.L.

Remark

1

3.125

 

 

 

 

?

B.M.

2

?

 

?

1.325

 

125.505

T.P.

3

 

2.320

 

 

0.055

 

 

4

 

?

 

 

 

125.850

 

5

?

 

2.655

 

 

 

T.P.

6

1.620

 

3.205

 

2.165

 

T.P.

7

 

3.625

 

 

 

 

 

8

 

 

?

 

 

123.090

T.B.M.

M4-Ex2 A gradient of 1 in 120 falling from elevation 67.45 meter (Peg 1) was set out by driving pegs at 30meter intervals with the top of pegs at the required gradient. After sometime, it was suspected that some of the pegs have been disturbed. The following observations were taken for checking their levels. Calculate the error of the pegs.

S.No.

B.S. (m)

I.S. (m)

F.S. (m)

R.L. (m)

Remarks

1

1.760

 

 

64.134

B.M.

2

2.643

 

0.723

 

 

3

1.964

 

1.416

 

 

4

 

0.934

 

 

Peg 1

5

 

1.167

 

 

Peg 2

6

 

1.436

 

 

Peg 3

7

 

1.662

 

 

Peg 4

8

 

1.930

 

 

Peg 5

9

 

2.170

 

 

Peg 6

10

0.530

 

2.434

 

Peg 7

11

 

0.764

 

 

Peg 8

12

 

1.008

 

 

Peg 9

13

 

1.268

 

 

Peg 10

14

0.611

 

1.211

 

15

 

 

1.724

 

B.M.

M4-Ex3 Sighting across a lake of 20 km wide through a telescope, what is the height of the shortest tree on the opposite shore whose tip the observer can see if the height of the telescope is 1.5m above the shore line.

M4-Ex4 The following notes refer to the reciprocal levels taken with one level :

Instrument Station

Staff reading on

Remarks

 

A

B

 

A
2.18
3.835
Distance AB = 700 m

B

0.835

2.270

R.L. of A =352.78 m

Find

(a) the true R.L. of B;

(b) combined correction for curvature and refraction

(c) the error in collimation adjustment of the instrument.

M4-Ex5 To find the elevation of the top of a chimney, the following observations were made from two stations P and Q, 50 m apart.

Horizontal angle at station P, between chimney and Q = 60°

Horizontal angle at station Q, between chimney and P = 50°

Angle of elevation from P to the top of chimney = 30°

Angle of elevation from Q to the top of chimney = 29°

R.L. of the line of collamination at P = 22.5 m

R.L. of the line of collamination at Q = 20.5 m

Determine the elevation of the top of the chimney.

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