1) choices: 49.81 62.59 59.62 52.69 2) choices: 42315487 mm^4 34643447 mm^4 31534337 mm^4 31943887 mm^4 3) choices: 16794122 mm^4 228955144 mm^4 23745133 mm^4 19745122 mm^4

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

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Q: Given the following data of a quadrilateral: ZABC=104°, ZBCD=89°, ZABD=60°, ZACD=53°, and AD=1000 m…

A: To Determine Angle CAD

Q: 3. Route the inflow hydrograph using Muskingum method; hr, = 0.2, = 0.65 hrs. %3D Time 01 2 3 4 5 6…

A: Given : Muskingham method Time and Inflow rate is given K = 0.65 hrs x = 0.2 t = 1 hrs

Q: 2. Compute the initial and corrected latitudes and departures below. Azimuth (°) Length (ft)…

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Q: LINE LENGTH (d) AZIMUTH FROM NORTH АВ 233.10 m 122° 30' BC 242.05 85° 15' CD 191.50 20° 00' DE…

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Q: A closed traverse has the following data: Line Departure Latitude AB 147.37504 DMD 2A 7774.10758 BC…

A: DMD of line AB = Departure of AB = 147.37504   Since                   latitude of line AB× DMD of…

Q: A closed traverse has the following data: Line Length (m) Bearing S 700 29' E S 260 28' E S 65° 33'…

A: Formula to calculate the latitude of the line is as below, Lat=length×cosα here, α is the bearing of…

Q: 17.In question 16, the sum of the most probable values of angles A, B, ar a. 376° 01'46" b.…

A: To find most probable value of angle A, B, C

Q: LINE Bearing Distance EA S60°E 700.00 m AB S20°W 600.00 m BC S86° 59'W 968.09 m CD Due North 400.00…

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Q: 20100 Find the elevation of the highest point 607.64 604.67 604.76 607.46

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Q: A closed traverse has the following data: LINE AB BC CD DE EA BEARING ? ? N 1° 45' E N 72° 10' E S…

A: To find Missing/omitted 2 bearings of the traverse. Given Lengths of all the lines of the closed…

Q: COURSE DISTANCE BEARING N 32° 14' W N 53° 42' E АВ 115.28 ВС 165.83 S 67° 28' E S 48° 57' W CD…

A: Given Traverse Data  Compass rule  Error in lat./ Departure= (total error in lat/dep*length of that…

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

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Q: Determine the area (hectares) within the traverse using DMDS. Course Dep Lat AB -221.351 27.185 ВС…

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Q: 498.20 m 835.15 m 6*45 本 A 50°10' 902.08 m hat is the Area of ABD? 28.9261 ha. hat is the Area of…

A: The lengths of sides areAB =835.15mAD=902.08mBC=498.2mCD=512.35mAngle ∠BAD =50°10'Angle ∠BCD =96°45'

Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

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Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

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Q: Lot#1118 Distance(m) Coordinates Bearings S75°29'E Corner 1 to 2 2 to 3 3 to 4 33.62 20079.84…

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Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Length(m) 101.01…

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Q: figure. survey, engineering project, commenced at BM 35, the elevation of new benchmarks 36, 37, 38…

A: The error in elevation of BM 35 will be calculated as: Error in elevation of BM 35=Last RL-first RL…

Q: An engineer obtained the following data of a lot with two missing entries. Line Azimuth Length AB…

A: NOTE - Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the…

Q: Refer to the figure, calculate the area (DMD) enclosed by the traverse 1, 2, 3 and 4. Tabulate…

A: The given data is: S. No. Line Length Bearing Whole circle Bearing 1. 1-2 15.12 m N44°13'W…

Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

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Q: Balance by the compass rule the traverse data tabulated below. Also determine the corrected length,…

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Q: Table 4b. Closed compass traverse (adjusted bearings) ADJUSTED BEARINGS LINE LENGTH (m) FORWARD BACK…

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Q: Determine the elevation at BM 36. 5.765 0.345 1.100 0.465 1.255 2.095 0.130 вм 36 0.245 BM 35…

A: Given,  There are series of levelling readings are taken on a ground.  Our aim is to calculate…

Q: Point Easting Northing 1 10000 10000 2 10044.83 10072.21 3 9932.248 10143.02 4 9887.415 10070.81

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Q: Line Length Azimuth from South AB 867.460 m 284°12’ BC 1272.410 m 15°18’ CD Unknown…

A: Answer We can determine the unknowns of closed traverse using the Latitudes and Departures of line…

Q: The following data of a closed traverse survey shown has the following bearings and distances.…

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Q: Course Bearing  Length Interior Angle (Right) AB S 50°54'23'' E 329.722 m A = 120°07'10'' BC…

A: To Determine. (a) preliminary bearings (b) unadjusted departures and latitudes (c) linear misclosure…

Q: Situation 4: Given the adjusted latitude and departure of the closed traverse. Determine the length…

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Q: Fill up the missing data AZIMUTH BEARINGS DISTANCE(m) INE FORWARD BACKWARD NORTH SOUTH AB 50 S 38°…

A: GIVEN: TO CALCULATE: Fill the missing data.

Q: From the given traverse, complete the tables below. Group 6. Traverse Data LINE DIST (m) Bearing AB…

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Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

A: GIVEN: TO FIND:  Calculate the closing error of the traverse shown above.

Q: COURSE DISTANCE BEARING N 32° 14' W N 53° 42' E S 67° 28' E S 48° 57' W AB 115.28 ВС 165.83 CD…

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Q: Given the following data for a closed traverse. Line Length Bearing AB 23.06 N 31° E BC 23.70 N 43°…

A: In this question a closed traverse is given In tabulated data length of each and every line of…

Q: From the given field notes of a topographic survey using stadia and a theodolite (K = 100, C=0).…

A: From the Given Data: Multiplying Constant K = 100 Additive Constant C = 0

Q: S AREA MEASUREMENTS N W E AREA BY DOUBLE MERIDIAN DISTANCE (DMD) Problem 1: In the tabulation are…

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Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

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Q: 1. Convert the following angles to sexagesimal: a. 46.4527% b. 0.23 T

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Q: Lot#2426 Corner Bearings S34°01'E Distance(m) Coordinates 1 to 2 2 to 3 33.86 20079.84 19842.72…

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Q: 4) The contour map of the lake below shows its hydrography. Compute the capacity of the lake given…

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Q: TRANSFORM FROM COURSE TO AZIMUT TRANSFORM FROM AZIMUT TO COURSE N 80° 30'W 279°30" 45°47'10" S 30°…

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Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

A: Given :

Q: Trial Line Length (m) Difference Mean Relative Precision 1 АВ 258.50 ВА 258.85

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Q: 1. DETERMINING INCLUDED ANGLE INCLUDED OBSERVED VALUE CORRECTION INCLUDED ADJUSTED VALUE ANGLE (*")…

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Q: Lot#1118 Corner Distance(m) Coordinates Bearings S75°29'E 1 to 2 2 to 3 33.62 20079.84 19842.72…

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Q: Figure 5 N60°. n Inknow S 86:35'W 607.66 m Figure 6 N67°15 a42.50 m S 48°45'E 518:15 m P 59 404.10m…

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Q: 4. Lines of levels to establish the elevation of a point are run over four different routes. The…

A: The value of any quantity which is to determine from a series of observations & more likely to…

Q: Following are the bearing of a closed traverse: Line FB BB AB 142°30' 322°30' BC 223°15' 44°15' CD…

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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.