geodetic least square with fx 991-es plus
TRANSCRIPT
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Theory of Errors and AdjustmentsLecture 1
Caraga State UniversityCollege of Engineering and Information Technology
Broddett B. Abatayo, GE Lecturer
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Grading System
• Major Exams--------50%• Quizzes--------------20% • Assignments--------10%• Participation---------10%• Attendance----------10% 100%
Passing rate------------60%
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Conversion• 1 tally = 10 pinsMetric System:• 1 pin = 1 tapelengthEnglish System• 1 pin = 100 links• 1 link = 1 ft• 1 perch = 1 rod= 16.5 ft• 1 vara = 33 inches
• Pace – Length of a step in walking; maybe measured from toe to toe, or heel to heel
• Stride – Equivalent to two paces or a double step
Pace Factor = _distance_ ave. # of paces
Pace Factor
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Prob 11. A line was measured to have
5 tallies, 6 pins, and 63.5 links. How long is the line in feet?
2. A line was measured with a 50 m tape. There were 5 tallies, 8 pins, and the distance from the last pin to the end line was 2.25 m. Find the length of the line in meters.
3. A distance was measured and was recorded to have a value equivalent to 8 perches, 6 rods, and 45 varas. Compute the total distance in meters.
Ans. 1.) 5,663.5 ft 2.) 2,902.25 m 3.) 108.12 m
Prob 2• A line 100 m long was paced by
a surveyor for four times with the following data: 142, 145, 145.5 and 146. Another line was paced four times again with the following results: 893, 893.5, 891, and 895.5.
1. Determine the pace factor2. Determine the average number
of paces for the new line3. Determine the distance of the
new line
Ans. 1.) 0.691 m/pace 2.) 893.25 paces 3.) 617.236 m
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Errors and Mistakes
• Error – the difference between the true and measured value of a quantity.
• Mistakes – inaccuracies in measurements which occur because some aspect of surveying works were done with carelessness, poor judgment, improper execution
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Statistical Formula’sA. Probable Error of Single
Observations, E
B. Probable Error of the Mean, Em
C, Standard Deviation, S.D.
D. Standard Error, S.E.
E. Precision
Where;V = x – xx = observed/measured value of a
quantityx = mean valuen = number of measurements
16745.0
2
nVE
)1(6745.0
2
nnVEm
1..
2
nVDS
)1(..
2
nnVES
__
x
EP m
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Prob. 3 The following data shows the difference in elevation between A and B.
1. Determine the most probable difference in elevation?2.The standard deviation?3. The probable error of the mean?4. The standard error?5. And the precision?Ans. 1.) 520.19 2.) ±0.04 3.) ±0.014 4.) ±0.02 5.) ±1/37,048
Trial No. Diff. in Elevation
1 520.14
2 520.20
3 520.18
4 520.24
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Using fx-991 es plus1.) Press ON MODE 3 1 3 Stat mode 1 Single variable x Input 520.14 = 520.20 = 520.18 = 520.24 = Press AC SHIFT 1 4 2 = Ans. X = 520.192.) Press SHIFT 1 4 4 = Ans. sx = 0.041633319993.) Press 0.6745 SHIFT 1 4 4 ÷ √ SHIFT 1 4 1 ) = Ans. 0.6745sx√(n) = 0.014040837174.) Press SHIFT144 ÷ √ SHIFT 141) = Ans. sx√(n) = 0.020816659995.) Press 0.6745 SHIFT 1 4 4 ÷ √ SHIFT 1 4 1 ) SHIFT 1 4 2 = Ans. 0.6745sx√(n)x= 2.6991x10^-5 Press Xˉ¹= Ansˉ¹ = 37048 (denominator)
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Rules for WeightedMeasurements
The weight is directly proportional to the number of observations or measurements.
The weight is inversely proportional to the square of the probable errors.
The weight is inversely proportional to the distance.
Prob 4• The following data shows the
difference in elevation between A and B.
1. Determine the most probable difference in elevation?
2. The standard deviation?3. The probable error of the mean?4. The standard error?5. And the precision?
Ans. 1.) 520.208 2.) ±0.03 3.) ±0.005 4.) ±0.0076 5.) ±1/101,375
Trial No. Diff. in Elevation
No. of Measurements
1 520.14 1
2 520.20 3
3 520.18 6
4 520.24 8
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Using fx-991 es plus
1.) Press ON Press MODE 3 1 3 Statistic mode 1 Single variable x To change set up: Press SHIFT MODE DOWN 4 1 4 Stat mode set up 1 Frequency(weight) turn on Input 520.14 = 520.20 = 520.18 = 520.24 = RIGHT DOWN
1= 3= 6= 8= Press AC Press SHIFT 1 4 2 = Ans. X = 520.2077778
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Using fx-991 es plus
2.) Press SHIFT 1 4 4 = Ans. sx = 0.032277392483.) Press 0.6745 SHIFT 1 4 4 ÷ √ SHIFT 1 4 1 ) = Ans. 0.6745sx√(n) = 0.0051314974.) Press SHIFT144 ÷ √ SHIFT 141) = Ans. sx√(n) = 0.0076078545.) Press 0.6745 SHIFT 1 4 4 ÷ √ SHIFT 1 4 1 ) SHIFT 1 4 2 = Ans. 0.6745sx√(n)x= 9.8643x10^-6 Press Xˉ¹= Ansˉ¹ = 101375.427 (denominator)
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QUIZ 1 ½ cross wise1.) Lines of levels between B and C
are run over four different routes. B is at elevation 825m, and is higher than C.
a. Determine the most probable difference in elevation.b. Most probable elevation of C.
Ans. a.) 0.826m b.) 824.174m
2.) From the measured values of distance AB, the following trials were recorded.
a.Determine the Most Probable Dist.?b.Probable Error of the Mean ?c.Standard Deviation?d.Standard Error?e.Precision?Ans. a.) 120.73m b.) ± 0.0299m c.) ±0.0877m d.) ±0.0443m e.) ±1/4036
Route No.
Distance (km)
Diff. in Elevation(m)
1 2 0.86
2 6 0.69
3 4 0.75
4 8 1.02
Trial No. Distance (m)
1 120.68
2 120.84
3 120.76
4 120.64
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QUIZ 1 solution(BESAVILLA)
W = k/dWd = k
W1d1=k W2d2 = k W3d3 = k W4d4 = kW1d1 = W2d2 = W3d3 = W4d4
W1d1= W4d4W1(2)= W4(8)
Let W4 = 1W1(2)= (1)(8)
W1 = 4W2d2 = W4d4W2(6) = (1)(8)
W2 = 4/3W3d3 = W4d4W3(4) = (1)(8)
W3 = 2
Route Dist. Weights Wt. x Diff. in Elev.
1 2 4 4(0.86) = 3.44
2 6 4/3 4/3(0.69) = 0.92
3 4 2 2(0.75) = 1.5
4 8 1 1(1.02) = 1.02
Route Dist. (km) Diff. in Elev (m)
1 2 0.86
2 6 0.69
3 4 0.75
4 8 1.02
8.33 6.88
most probable difference in elevation:
6.88 / 8.33 = 0.8256m.
most probable elevation of C :
825 - 0.8256 = 824.174m.
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X FREQ0.86 2ˉ¹
0.69 6ˉ¹
0.75 4ˉ¹
1.02 8ˉ¹
QUIZ 1 solution
ON MODE 3 1 (stat mode)SHIFT MODE DOWN 4 1 (freq on)
To find the most probable difference in elevation or x:AC SHIFT 1 4 2 To find the most probable elevation of C:185 - x
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Ex. From the measured values of distance AB, the following trials were recorded.
Trial Dist. (m) Probable Error
1 120.68 ± 0.002
2 120.84 ± 0.030
3 120.76 ± 0.100
4 120.64 ± 0.050
Determine the : a. Most Probable Distance?b. Probable Error of the Mean ?c. Standard Deviation?d. Standard Error?e. Precision?
Ans. a.120.68m b. ±0.0000146m c. ±0.0108481m d. ±0.0000216m e. ±1/8273064m
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Solution:ON MODE 3 1 (stat mode)SHIFT MODE DOWN 4 1 (freq on)
X FREQ120.68 1/(0.002)²
120.84 1/(0.030)²
120.76 1/(0.100)²
120.64 1/(0.050)²
a. AC SHIFT 1 4 2 =b.0.6745 SHIFT 1 4 4÷ √ SHIFT 1 4 1 )=c. SHIFT 1 4 4 =d. SHIFT 1 4 4 ÷ √ SHIFT 1 4 1) =e. 0.6745 SHIFT 1 4 4 ÷ √ SHIFT 1 4 1 ) SHIFT 1 4 2 =
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Ex. The following interior angles of a triangle traverse were measured with the same precision:
To determine the total weight:5ˉ¹ + 6ˉ¹ + 2ˉ¹ = ans. 13/15SHIFT RCL Y
The corrected angle A isA + (5ˉ¹)X/Y = ans. 40º46‘9.23"
The corrected angle B isB + (6ˉ¹)X/Y = ans. 76º48‘27.69"
The corrected angle A isC + (2ˉ¹)X/Y = ans. 62º25‘23.08"
40º46‘9.23“+ 76º48‘27.69“+ 62º25‘23.08“=180º
Angle Value (degrees)
No. of measurements
A 41 5
B 77 6
C 63 2
Determine the most prob. value of :a. angle A.b. angle B.c. angle C.
Solution:41 SHIFT RCL A77 SHIFT RCL B63 SHIFT RCL CTo determine the error:180-(A+B+C)= ans. -1SHIFT RCL X
181
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Ex. Determine the most probable value of the angles about a given point.
To determine the error:360-(A+B+C)= Ans. 18" → X
To determine the total weight:5ˉ¹ + 6ˉ¹ + 2ˉ¹ = Ans. 13/15 → Y
The corrected angle A isA + (5ˉ¹)X/Y = ans. 130º15‘7.15"
The corrected angle B isB + (6ˉ¹)X/Y = ans. 142º37’24.46"
The corrected angle A isC + (2ˉ¹)X/Y = ans. 87º07’28.38"
Angle Value (degrees)
No. of measurements
A 130º15‘03" 5
B 142º37‘21" 6
C 87º07‘18" 2
C
BA •
Determine the most prob. value of :a. angle A.b. angle B.c. angle C.
Solution:130º15‘03" → A142º37‘21“ → B 87º07‘18" → C
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QUIZ 2 ¼ sheet(50 pts) The following measured interior angles of a five sided figure, compute the following:
Station Angles # of measure
A 110º 2
B 98º 3
C 108º 4
D 120º 6
E 105º 4
1. Probable value of angle A? a. 109º48‘00“ c.109º40‘00" b. 109º53‘41.05“ d. 109º56’33.33“
2. Probable value of angle B? a. 97º48‘00“ c. 97º50‘31.58" b. 97º46‘40“ d. 97º52‘33.33"
3. Probable value of angle C? a. 107º50‘00“ c. 107º42‘33.33" b. 107º48‘00“ d. 107º47‘22.11“
4. Probable value of angle D? a. 119º53‘20“ c. 119º48‘00" b. 119º41‘3.16“ d. 119º43‘33.33“
5. Probable value of angle D? a. 104º48‘00“ c. 104º47‘22.11" b. 104º50‘00“ d. 104º44‘46.68“
Ans. 1. C 2. B 3. A 4. A 5. B
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QUIZ 2 solution110 → A 98 → B108 → C120 → D105 → E
A+B+C+D+E = 541 > 540540-(A+B+C+D+E)=-1 → X
To determine the total weight:2ˉ¹+3 ˉ¹+4 ˉ¹+6 ˉ¹+4 ˉ¹=3/2 → Y
A + 2ˉ¹X/Y = 109º40‘00"B + 3ˉ¹X/Y = 97º46‘40“C + 4ˉ¹X/Y = 107º50‘00“D + 6ˉ¹X/Y = 119º53‘20“E + 4ˉ¹X/Y = 104º50‘00“
Station Angles # of measure
A 110º 2
B 98º 3
C 108º 4
D 120º 6
E 105º 4
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Ex. A base line measured with an invar tape, and with a steel tape as follows:
Set I (Invar tape) Set II (Steel tape)
571.185 571.193
571.186 571.190
571.179 571.185
571.180 571.189
571.183 571.182
1. What is the S.D. for set II.2. What is the MPV in set II.3. What is the S.E. in set II.4. What is the most probable value of the two sets.5. And what is the P.E. of the general mean.
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MODE 3 2 (input all data)
Press AC1.SHIFT 1 4 7 = Ans. sy=0.004324...2. SHIFT 1 4 5 = Ans. y = 571.1878… 3. SHIFT 1 4 7 ÷ √ SHIFT 1 4 1) = Ans. sy÷√(n) = 0.001933…4. (x + y)÷2 = 571.1852
5. ±
X Y
571.185 571.193
571.186 571.190
571.179 571.185
571.180 571.189
571.183 571.182
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