COMPUTING REDUCED LEVEL USING RISE AND FALL METHOD
This method consists of determining the difference of
level between consecutive points by comparing each point, after the first, with
that immediately preceding it. The difference between their staff readings
indicates rise or fall depending on whether the staff reading at the point is
smaller or greater than that at the preceding point. The reduced level of each
point is then found by adding the rise too, or subtracting the fall from, the
reduced level of the preceding point.
It is to be noted that the terms ‘rise’ and ‘fall’
always refer to rise or fall from the first point to the second point, second
point to the third point and not conversely.
The
steps involved are as follows:
1. It consists of determining the difference of levels between
the consecutive points by comparing their staff readings.
2. Obtain the rise or fall by calculating the difference
between the consecutive staff readings. Rise is indicated if the back sight is
more than the foresight, and a fall if the back sight is less than the foresight.
3. Find out the reduced levels of each point by adding
the rise too, or by subtracting the fall from, the reduced level of the
preceding point.
Check: ΣBS
– ΣFS = ΣRise = ΣFall - Last RL - First RL
Station |
BS |
IS |
FS |
Rise |
Fall |
A |
0.665 |
|
|
|
|
B |
|
0.825 |
|
|
0.160 |
C |
|
2.540 |
|
|
1.715 |
D |
3.200 |
|
0.385 |
2.155 |
|
E |
1.565 |
|
1.400 |
1.800 |
|
F |
|
2.000 |
|
|
0.435 |
G |
|
|
2.450 |
|
0.450 |
ΣBS = 5.430; ΣFS = 4.235; ΣRise = 3.955; ΣFall = 2.760
Here also the reduced level of the benchmark is assumed
as 100.00 and the back sight to the benchmark is taken. Then the staff is held
at B and reading recorded as intermediate sight.
RL of B = BM – Fall
(As the intermediate sight at B is greater than the back
sight at A)
Then RL of C = RL of B – Fall of C (Fall of C = IS at C
– IS at B)
Now there is a change point and so the back sight and
foresight are to be taken, and as the intermediate sight (i.e., 2.540) is
greater than foresight (i.e., 0.385) there is a rise.
Rise = 2.540 – 0.385 = 2.155
RL of D = RL of C + Rise = 98.125 + 2.155 = 100.280
Now there is another change point and here also, as the
back sight (3.200) is greater than the F.S (1.400), there is a rise.
Rise = 3.200 – 1.400 = 1.800
RL of E = RL of D + Rise = 100.280 + 1.800 + 102.080
Intermediate sight is taken with the staff at F and here
as the intermediate sight (i.e., 2.000) is greater than backsight (i.e.,
1.565) there is a fall.
Fall = 2.000 – 1.565 = 0.435
RL of F = RL of E – Fall = 102.080 – 0.435 = 101.645
This procedure is repeated till the last point is
reached and the usual checks are applied to assess the correctness of the
calculations.
Check: ΣBS
– ΣFS = ΣRise – ΣFall = Last RL – First RL = 1.195
Problem-1
Given are the levels recorded in a levelling book.
Complete the levels using rise and fall method.
Station |
BS |
IS |
FS |
RISE |
FALL |
RL |
Remarks |
BM |
3.10 |
|
|
|
|
193.62 |
BM |
1 |
|
2.56 |
|
|
|
|
|
2 |
|
1.07 |
|
|
|
|
|
3 |
1.92 |
|
3.96 |
|
|
|
CP |
4 |
1.20 |
|
0.67 |
|
|
|
CP |
5 |
|
4.24 |
|
|
|
|
|
6 |
0.22 |
|
1.87 |
|
|
|
CP |
7 |
|
3.03 |
|
|
|
|
|
8 |
|
|
1.41 |
|
|
|
|
Solution:
The levels are computed as below using rise and fall method
Station |
BS |
IS |
FS |
RISE |
FALL |
RL |
Remarks |
BM |
3.10 |
|
|
|
|
193.62 |
BM |
1 |
|
2.56 |
|
0.54 |
|
194.16 |
|
2 |
|
1.07 |
|
1.49 |
|
195.65 |
|
3 |
1.92 |
|
3.96 |
|
2.89 |
192.76 |
CP |
4 |
1.20 |
|
0.67 |
1.25 |
|
194.01 |
CP |
5 |
|
4.24 |
|
|
3.04 |
190.97 |
|
6 |
0.22 |
|
1.87 |
2.37 |
|
193.34 |
CP |
7 |
|
3.03 |
|
|
2.81 |
190.53 |
|
8 |
|
|
1.41 |
1.62 |
|
192.15 |
|
|
Σ 6.44 |
|
Σ 7.91 |
Σ 7.27 |
Σ8.74 |
|
|
Check: ΣBS – ΣFS = Last RL – First RL = ΣRise – ΣFall
6.44 – 7.91 = –1.47, 192.15 – 193.62 = –1.47, 7.27 –
8.74 = –1.47
Hence
checked.
Problem-2
Given are the levels recorded in a levelling book.
Complete the levels using rise and fall method.
BS |
IS |
FS |
RISE |
FALL |
RL |
Remarks |
3.39 |
|
|
|
|
23.10 |
BM |
|
2.81 |
|
|
|
|
|
|
2.51 |
|
|
|
|
|
|
2.22 |
|
|
|
|
CP |
2.61 |
|
1.88 |
|
|
|
|
|
2.32 |
|
|
|
|
|
|
1.92 |
|
|
|
|
|
|
|
1.54 |
|
|
|
|
Solution: The levels are computed as below using rise and fall method
BS |
IS |
FS |
RISE |
FALL |
RL |
Remarks |
3.39 |
|
|
|
|
23.10 |
BM |
|
2.81 |
|
0.58 |
|
23.68 |
|
|
2.51 |
|
0.30 |
|
23.98 |
|
|
2.22 |
|
0.29 |
|
24.27 |
|
2.61 |
|
1.88 |
0.34 |
|
24.61 |
CP |
|
2.32 |
|
0.29 |
|
24.90 |
|
|
1.92 |
|
0.40 |
|
25.30 |
|
|
|
1.54 |
0.38 |
|
25.68 |
|
Σ6.00 |
|
Σ3.42 |
Σ2.58 |
Σ0 |
|
|
Check: ΣBS – ΣFS = Last RL – First RL = ΣRise – ΣFall
Σ6.00 – Σ3.42 = 2.58, 25.68 – 23.10 = 2.58, 2.58 – 0.00
= 2.58
Hence
checked.
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