LATITUDES AND DEPARTURES. Given in the accompanying tabulations are the observed data pertaining to four diffe rent traverses: Compute and tabulate the latitudes and departures of each course. LINE LENGTH BEARING LINE AB BC CD DA 732.72m Noo42'E 324.78 S85'57'E 477.24 S03°04'w 388.08 S52'51'w JK KL LM MJ AZIMUTH DISTANCE FROM SOUTH 430.05 m 242°30' 425.18 353°15' 357.20 99°45 183.18 154.00! COURSE LENGTH COURSE LENGTH BEARING 1-2 2-3 3-4 4-5 161.46 m 180.49 171.83 229.70 130.55 AZIMUTH FROM NORTH 228°20' 267°43' 352'oi' 8212 13148 1-2 2-3 3-4 4-5 5-1 427.00 m 301.95 445.66 326.73 434.50 N59°33'E S3913'E S06°35'w NI 7°48'w N70*59'w 5-1

Q: SITUATION. Given the following corrected data of a close traverse: Course Distance Departure…

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Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

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Q: B.S I.S Fos H.I .34 |.33 0,95 1.319 -139 |.५৪ \-33 | :37

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Q: A traverse survey was performed and the following data was recorded. I.S. TGT F/S HORIZ.CIRCLE SIDE…

A: Observation Table I.S TGT F/S Horizontal Circle Reduced Angle A E L/R 106-47-00 56-53-00   B…

Q: DEPARTURE LATITUDE AZIMUYH COURSE LENGTH FROM NORTH +N -S +E 5.53 0°50' 296°06' 205 54' 135 20' 33…

A: Transit Rule: The transit rule is generally used in surveying for balancing the traverse. In other…

Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

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Q: SAPIENTIA ELABOR ATE Given the following tabulated data for a closed traverse in which the lengths…

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Q: Using the adjusted deflection angles, solve for the linear error of closure, bearing of the side of…

A: ADJUSTMENT OF TRAVERSE BY COMPASS RULE Latitude = Lcosθ Departure = Lsinθ (L is length of course and…

Q: a. b. C. What is the interior angle at C? e. What is the interior angle at A? What is the area of…

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Q: titude and Departure Given the observed data of a closed traverse, determine the latitudes and…

A: From given data, Lattitude of a line = LxCos(Ɵ) Departure of a line = LxSin(Ɵ) Where, L =…

Q: Course Distance Bearing N 60° E S 50° E S 150 W N 76° W N 100 W 20m 1-2 2-3 25m 3-4 35m 4-5 25m 5-1…

A: To adjust length and bearing of course first we need to adjust the latitude and departures. For this…

Q: 9. COMPASS the observed and calculated data for two different transit- tape surveys: RULE. Given in…

A: *Multiple questions* As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: Based on the shown table for determining the elevation for set of point, answer the two following…

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Q: 3. The data of a closed traverse is shown below. Complete the table below and determine the area…

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Q: A lot with given observations below has missing adjoining observations, one has missing bearing and…

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Q: Q2: The following data were collected while running a closed traverse ABCDA starting from A toward…

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Q: LINE DISTANCE BEARING CD 20 m S 850 20' E СА ? N 280 15' W СВ N 650 30' E DA ? N 700 W DB ? N 80°…

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Q: Problem #1 In HW 5, Problem #3, a closed traverse (J-K-L-M-N-J) was adjusted based on field measured…

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Q: The data from a closed traverse survey PQRS (run in the clockwise direction) are given in the table…

A: Given- Closed traverse PQRS given- Line and the included angle values are given in the degrees. It…

Q: TRIANGULATION LINE BEARING DISTANCE REMARKS BASE LINE ES 34°E N 20° W N 7° t N 39° W N16° E CD 15m…

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Q: PROBLEM 2. Given in the accompanying tabulation are the observed data for a transit- tape survey.…

A: Lattitude and Departure signs:  N-E : both positive  N-W : Lattitude positive Departure negative…

Q: 9. COMPASS the observed and calculated data for two different transit- tape surveys: RULE. Given in…

A: *Multiple questions*   As per our guidelines we are supposed to answer?️ only one question. I have…

Q: ELABORATE Given the following tabulated data for a closed traverse in which the lengths of BC and CD…

A: For a given closed transverse sum of all the latitudes is equal to zero. sum of all the departures…

Q: SITUATION. Given the following corrected data of a close traverse: Course Distance Departure…

A: We can find the area of Traverse by  DMD method (double meridian distance) DPD method (double…

Q: Finally, balance the traverse survey by employing the transit rule. Write your solutions completely…

A: ADJUSTMENT OF TRAVERSE BY TRANSIT RULE. Latitude = Lcosθ Departure = Lsinθ Correction in LAT =…

Q: Q1. Calculate departures and latitudes of the following ABCDE traverse. 3 N A S 285.40' •N26°10'E E…

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Q: The following Table shows the field measurements of four angles of traverse. Using the table-…

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Q: STATION BS HI FS ELEVATION Sta A I: 25 501. 25 500. 06 m TP 1 l.24 500. 0l 2.48 498.干 TP 2 1· 14…

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Q: A. The computed length of course EA. B. The identified bearing and azimuth of course EA.

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Q: Using the previous exomple, balonce the departures and latitudes using the trorsit rule Corrr"or DEP…

A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: Please answer only if you really know it.

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Q: The following Face Left and Face Right Readings are recorded for a traverse angle C: FL(A)= 00°…

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Q: SITUATION 5 A closed traverse has the following data. Line A-B B-C C-A Bearing N 45°00'00" E S…

A: The projection of a line on north- south axis is called latitude ( if component is on north axis it…

Q: From the field notes of a closed traverse shown below, adjust the traverse using transit rule. LINES…

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Q: b)Table 3 shows the data of closed traverse. Table 3  Station    Bearing    Distance (m) 1-2…

A: Given  Traverse data  Coordinates of station 1

Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

A: Note: For a multipart question as per our policy only first three parts could be solved for rest of…

Q: each set of traverse data, bala For departures by the transit rule. error of closure, precision of…

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Q: Given the following tabulated data for a closed traverse in which the lengths of BC and CD have not…

A: To find out the length of BC and CD.

Q: A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m/N 35° E BC /…

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Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Assuming the coordinates of origin station Q as (x,y) = (1000,1000). GIVEN Length and Bearing of…

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.