В 77°30' 77°50 68°55' 47°35' 68°35' H 47°15' 71°00 75°05' 70°00 74°55' A 80°25' 80°25' 85°20 84°50 F t. 32°20 32°40

Q: 1. Compute Heights of Instrument and Elevations.  2. Check the accuracy of the arithmetical…

A: Take Elevation of BMa = 100 HI of any station = Elevation of that station + B.S HI of BMa = 100 +…

Q: 1. OPEN COMPASS TRAVERSE. The following data are the observed data for an open compass traverse.…

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Q: Below are the measured interior angles of a five-sided figure. Solution in this format: Given:…

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Q: The accompanying table below shows the observed data of a traverse in which the lengths of the two…

A: Given:- Course Length (m) Azimuth AB l1 57o55' BC 373.06 320o00' CD 952.75 256o46' DE…

Q: 3. Given the accompanying tabulation are the observed data for a closed traverse. Determine the…

A: Latitude and departure are tabulated below

Q: Line Fore Bearing Back Bearing AB 80 30 260"30 BC 351"15" 173 00 CD 32 15 208'00 DE 106'15 287 45 EF…

A: The given data is: Line Fore Bearing Back Bearing AB 80°30' 260°30' BC 351°15' 173°00' CD…

Q: Given the tabulated measurement of a closed traverse with unknown length and azimuth of line DE,…

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Q: 1) In the closed loop traverse given below find; a) Adjusted Angles Consider that the coordinates of…

A: Theoretical Sum of interior angles = (2n - 4) x 90o = (2 x 5 - 4) x 90o = 540o Observed sum of…

Q: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…

A: Given:- Line Length Bearing AB 589.06 m N87o30'E BC 291.86 m N30o30'E CD 656.98 m S42o45'…

Q: The observed interior angles of a triangle are A = 35°14'37", B = 96° 30' 09", and C= 48°15'05".…

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Q: The following are the observed data from a closed compass traverse. Adjust the observed directions…

A: To  find Calculate the interior angles and adjust it. Adjust the Traverse bearings of the Traverse.…

Q: Using the data given below, calculate the mean direction to each point using the direct and reverse…

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Q: LENGTH SIDE BEARING (m) AB 382.50 Due East 248.78 Unknown S89°25'E s27 45'w вс CD DE 220.42 Unknown…

A: introduction- Leveling is a branch of engineering that measures an object's position on the earth's…

Q: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…

A: For closed traverse  Sum of latitdue = 0  Sum of departure = 0  Let's assume  Length of BC = L1…

Q: Azimuth Traverse Given the tabulated measurement of a closed traverse with unknown length and…

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Q: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…

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Q: For the given sets of adjusted latitude and adjusted departure shown in the accompanying tabulation.…

A: For the latitude in the north as positive and south as negative. For the departure in the east as…

Q: The following are the observed lengths and magnetic bearings of a closed compass traverse: Adjust…

A: Closed transverse is a series if line connected at a point and making certain angle with next…

Q: etermine the critical net area for the angle given in the figure if 16-mm diameter holes are used.…

A: In the above question we have to find out the  The critical net area for the angle given in the…

Q: Given in the accompanying tabulation are the observed data for an open traverse which was made…

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Q: From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances…

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Q: 1) In the closed loop traverse given below find; e) Adjusted bearings and coordinates according to…

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Q: K 258°34'22" 364.55 ft 60°21'26" 292.94 ft M 309°05'38" ---- 347.00 ft 128°04'44" ------- - - 472.74…

A: We can adjust the Lattitude and departures of a Traverse by 2 methods. 1) Compass rule. 2) Transit…

Q: Problem 3 Given in the tabulation below are the observed forward and backward bearings of an open…

A: Given data:

Q: Compute for the corrected distance AB of the traverse shown using compass rule LINES BEARING…

A: For determining the corrected length use following steps: Calculate the latitude and departure.…

Q: Using Transit Rule, adjust the traverse. (solution and tables for corrected latitude and departure…

A: A closed traverse ABCDE is given with its all values of latitude and departure. It has been asked in…

Q: Determine the error of closure and adjust the measured angles.

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Q: In the accompanying figure A, B, and C are three known control stations and P is the position of a…

A: As per our guidelines we only solve first three subparts kindly resubmit the question for solution…

Q: 46 mete 20 Base Line 45 - 72 71 431 31 347 H.

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Q: COURSE BEARING DISTANCE АВ Due north 400 M N 45° E S 60° E S 20° W S 86° 59' W BC 800 M CD 700 M DE…

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Q: Q2/ In field work, vertical angles was measured from station A to stations B.C, as show in table…

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Q: SAMPLE PROBLEM: Given in the accompanying tabulation are the observed data for a traverse obtained…

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Q: 22. OPEN COMPASS TRAVERSE. The following are the observed observed data for an open compass…

A: We have the given value of traverse and have to correct the bearing of the traverse from the error…

Q: A lake 280 m long had soundings taken at right angles to its length on ranges 60m, 120m, 200m from…

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Q: OPEN COMPASS TRAVERSE. The following are the observed data for an open compass traver Adjust the…

A: As the observed bearing is given, adjusting the observed direction by converting all the quadrantal…

Q: Q1) The following sketch include inverting readings of some stations. Calculate the elevations of…

A: Given data  Back sight  Fore sight R.L. We will use height of instrument method.

Q: Calculate Adjusted Angle in degrees, Measured Lamba, and Relative difference with the given data:…

A: λa = Accepted lambda = 540 = Total angle of traverseλm = Measured lambda = Total measured angle of…

Q: , The following sketch include inverting readings of some stations. Calculate the elevations of all…

A: Given:- Slope = 6% Elevation of the benchmark = 100 m  Stations readings are also given To…

Q: 1) In the closed loop traverse given below find; c) Eastings & Northings Consider that the…

A: It is asked to find the easting and northing of given closed traverse.

Q: OPEN COMPASS TRAVERSE. The following are the observed data for an open compass traverse. Adjust the…

A: First we convert into wcb we get as follows for lines AB, BC,etc  in the order given in the question

Q: From the given horizontal distance measurement notes using steel chains, determine the discrepancy…

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Q: Azimuth Traverse Given the tabulated measurement of the closed traverse as shown. Determine the…

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Q: 8. Exercise: Observation Target Face left Face right reading The following Table shows the field…

A: To Determine Accepted mean angles, A, B , C , D.

Q: Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line…

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Q: Convert to degrees, minutes, and seconds the decimal angle 325.7541667 degrees.

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Q: + 781 Practical part: Q1) The following angles and distance were measured in the closed loop…

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Q: 9. An object is shot upwards from ground level with an initial velocity of 3 meters per second; it…

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Q: The following are the observed data for an open compass traverse. Determine the adjusted bearing of…

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Q: Given the observed data of a closed traverse, determine the latitudes and departures of each line.…

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Q: The accompanying tabulation are given the adjusted latitude and departures of a closed traverse.…

A: Given data: Latitude and departure are in meter. The DPD of the last course is numerically equal to…

Photogrammetry

Photogrammetry is a technology of taking measurements of physical objects present in the environment, using photographs. It includes the process of recording and analyzing a three-dimension image in the two-dimension form. Photogrammetry was invented around 150 years ago in 1851 by Aimé Laussedat, he was also known as the father of photogrammetry, but this method was not in use until 50 years after its invention. This method was first used in Germany by Dr. Albrecht Meydenbauer in 1893 who was the director of the Royal Prussian Photogrammetric institute founded by him.