a closed traverse to measure heights at 5libvolume4.xyz/.../reductionoflevellingtutorial1.pdf ·...
TRANSCRIPT
Leveling
Rise & Fall Method
A closed traverse to measure heights at 5.0m intervals is to be taken through the center of a large
residential block. There are two existing structures on site that will obscure the view to some of the
positions.
STEP 1
Set up the instrument where the benchmark can be viewed within correct parameters and a reasonable
number of sights can be viewed. This location is identified as L1.
STEP 2
Read a backsight to the benchmark that is on the kerb and gutter (1.575) and book this your field notes.
This is recorded as a backsight and establishes the height of the instrument above the benchmark.
The actual Reduced Level of the Bench Mark is also recorded.
STEP 3
Sight and Book all intermediate sights that can be viewed from station S1 to S4.
Surveyor______________________ Chainmen_________________________________
Instrument No___________________ Date__________________
Backsight
Intermediate
Sight Foresight Rise Fall
Reduced
Level Top Bottom Dist Remarks
1.575 47.195 1.817 1.377 44.000 BM
Booking Sheet
Surveyor______________________ Chainmen_________________________________
Instrument No___________________ Date__________________
Backsight
Intermediate
Sight Foresight Rise Fall
Reduced
Level Top Bottom Dist Remarks
1.575 47.195 1.817 1.377 44.000 BM
1.250 Station 1
0.850 Station 2
1.330 Station 3
1.580 Station 4
Booking Sheet
STEP 4
The sight to S5 will be a change point so it will be recorded as a foresight. Note when moving the
instrument the change point at S5 will become a backsight for the new set up.
STEP 5
Move instrument to position L2 and read backsight to changepoint S5
Surveyor______________________ Chainmen_________________________________
Instrument No___________________ Date__________________
Backsight
Intermediate
Sight Foresight Rise Fall
Reduced
Level Top Bottom Dist Remarks
1.575 47.195 1.817 1.377 44.000 BM
1.250 Station 1
0.850 Station 2
1.330 Station 3
1.580 Station 4
1.450 1.570 1.330 24.000 S5 (CP)
Booking Sheet
Surveyor______________________ Chainmen_________________________________
Instrument No___________________ Date__________________
Backsight
Intermediate
Sight Foresight Rise Fall
Reduced
Level Top Bottom Dist Remarks
1.575 47.195 1.817 1.377 44.000 BM
1.250 Station 1
0.850 Station 2
1.330 Station 3
1.580 Station 4
1.450 1.570 1.330 24.000 S5 (CP)
2.550 2.680 2.420 26.000 S5 (CP)
Booking Sheet
STEP 6
Sight and Book all intermediate sights that can be viewed from station L6 to L10. At this point
all required observations required for the task have been taken. This is called an open traverse,
we need to close the survey to check for errors.
.
STEP 7
Take sight to S11 this will be a change point so it will be recorded as a foresight. Note when moving the
instrument the change point at S11 will become a backsight for the new set up.
Surveyor______________________ Chainmen_________________________________
Instrument No___________________ Date__________________
Backsight
Intermediate
Sight Foresight Rise Fall
Reduced
Level Top Bottom Dist Remarks
1.575 47.195 1.597 1.553 44.000 BM
1.250 S1
0.850 S2
1.330 S3
1.580 S4
1.450 1.570 1.330 24.000 S5 (CP)
2.550 2.680 2.420 26.000 S5 (CP)
1.980 S6
1.760 S7
1.710 S8
1.840 S9
1.920 S10
3.250 S11 (CP)
Booking Sheet
Surveyor______________________ Chainmen_________________________________
Instrument No___________________ Date__________________
Backsight
Intermediate
Sight Foresight Rise Fall
Reduced
Level Top Bottom Dist Remarks
1.575 47.195 1.597 1.553 44.000 BM
1.250 S1
0.850 S2
1.330 S3
1.580 S4
1.450 1.570 1.330 24.000 S5 (CP)
2.550 2.680 2.420 26.000 S5 (CP)
1.980 S6
1.760 S7
1.710 S8
1.840 S9
1.920 S10
Booking Sheet
STEP 8
Take backsight to Sll than close traverse with foresight to B.M.
STEP 9
Total Backsights column and Tally Foresight column
Surveyor______________________ Chainmen_________________________________
Instrument No___________________ Date__________________
Backsight
Intermediate
Sight Foresight Rise Fall
Reduced
Level Top Bottom Dist Remarks
1.575 47.195 1.597 1.553 44.000 BM
1.250 S1
0.850 S2
1.330 S3
1.580 S4
1.450 1.570 1.330 24.000 S5 (CP)
2.550 2.680 2.420 26.000 S5 (CP)
1.980 S6
1.760 S7
1.710 S8
1.840 S9
1.920 S10
3.250 3.400 3.100 30.000 S11 (CP)
1.831 2.021 1.641 38.000 S11 (CP)
1.258 1.418 1.098 32.000 BM
Surveyor______________________ Chainmen_________________________________
Instrument No___________________ Date__________________
Backsight
Intermediate
Sight Foresight Rise Fall
Reduced
Level Top Bottom Dist Remarks
1.575 47.195 1.597 1.553 44.000 BM
1.250 S1
0.850 S2
1.330 S3
1.580 S4
1.450 1.570 1.330 24.000 S5 (CP)
2.550 2.680 2.420 26.000 S5 (CP)
1.980 S6
1.760 S7
1.710 S8
1.840 S9
1.920 S10
3.250 3.400 3.100 30.000 S11 (CP)
1.831 2.021 1.641 38.000 S11 (CP)
1.258 1.418 1.098 32.000 BM
5.956 5.958 194.000
Booking Sheet
As the survey is a closed the Backsights should equal the foresights. Due to errors and limitations of the
instruments there may be a discrepancy this is called a misclose. To determine misclose
Backsight 5.956 –
Foresight 5.958
-0.002mm Note always remember to take foresight from backsight and note negatives
In this case as there is only a -2mm misclose(Foresight is Larger than Backsight. The allowable misclose
12 x SQRT (0.194)= +/- 5.2mm therefore results are OK
STEP 10
The next step is to determine the rises and falls and book them in the appropriate column. When a sight
has lesser elevation than the previous sight, it will be classified as a “Rise”. When a sight has a greater
elevation than the previous sight, it will be classified as a “Fall”.
The Rise & Fall columns are then totaled. The misclose should be the same as the previous result (-2mm)
Surveyor______________________ Chainmen_________________________________
Instrument No___________________ Date__________________
Backsight
Intermediate
Sight Foresight Rise Fall
Reduced
Level Top Bottom Dist Remarks
1.575 47.195 1.597 1.553 44.000 BM
1.250 0.325 S1
0.850 0.400 S2
1.330 -0.480 S3
1.580 -0.250 S4
1.450 0.130 1.570 1.330 24.000 S5 (CP)
2.550 2.680 2.420 26.000 S5 (CP)
1.980 0.570 S6
1.760 0.220 S7
1.710 0.050 S8
1.840 -0.130 S9
1.920 -0.080 S10
3.250 -1.330 3.400 3.100 30.000 S11 (CP)
1.831 2.021 1.641 38.000 S11 (CP)
1.258 0.573 1.418 1.098 32.000 BM
5.956 5.958 2.268 -2.270 194.000
Booking Sheet
STEP 11
The Reduced Levels are now calculated by adding the rises and subtracting the falls. Each measurement is
either added or subtracted from the previous Reduced Level starting at the known benchmark.
The Final Calculated Reduced Level should match the previous calculations
Starting Bench Mark 47.195 (Known) +
Misclose - 0.002
Ending R.L. 47.193
Therefore we would be reasonably confident that this traverse is accurate within the required parameters.
Surveyor______________________ Chainmen_________________________________
Instrument No___________________ Date__________________
Backsight
Intermediate
Sight Foresight Rise Fall
Reduced
Level Top Bottom Dist Remarks
1.575 47.195 1.597 1.553 44.000 BM
1.250 0.325 47.520 S1
0.850 0.400 47.920 S2
1.330 -0.480 47.440 S3
1.580 -0.250 47.190 S4
1.450 0.130 47.320 1.570 1.330 24.000 S5 (CP)
2.550 2.680 2.420 26.000 S5 (CP)
1.980 0.570 47.890 S6
1.760 0.220 48.110 S7
1.710 0.050 48.160 S8
1.840 -0.130 48.030 S9
1.920 -0.080 47.950 S10
3.250 -1.330 46.620 3.400 3.100 30.000 S11 (CP)
1.831 2.021 1.641 38.000 S11 (CP)
1.258 0.573 47.193 1.418 1.098 32.000 BM
5.956 5.958 2.268 -2.270 -0.002 194.000
Booking Sheet
Traverse Exercise No 2
Surveyor______________________ Chainmen_________________________________
Instrument No___________________ Date__________________
Backsight
Intermediate
Sight Foresight Rise Fall
Reduced
Level Top Bottom Dist Remarks
Booking Sheet
Traverse Exercise 3
Surveyor______________________ Chainmen_________________________________
Instrument No___________________ Date__________________
Backsight
Intermediate
Sight Foresight Rise Fall
Reduced
Level Top Bottom Dist Remarks
Booking Sheet
Other references
Good graphical display of Rise & Fall Leveling
http://www.sli.unimelb.edu.au/planesurvey/prot/topic/top04-04-03.html