Course AB BC CD DE EA Line Length 1460.572 m 482.082 383.650 1149.920 467.147 Bearing N 48.49 E S 63.98 E S 67.62 W

Q: 10) What is the basic assumption for geodetic surveying?

A: 10. Geodetic Surveying: In geodetic surveying, the curvature of the earth is considered. In this…

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

A:

Q: Ordinates ofg 2-hr unit hydrograph are given below.

A: Time (hour) UH (m³/s) 0 0 1 65 2 155 3 255 4 405 5 635 6 855 7 805 8 505 9 455…

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

A:

Q: MIDTERM QUIZ: Show your solutions, round your final answers to 2 decimal places. 1. Given the…

A: Given:-

Q: QUESTION 1 Find the missing data and complete the table below. LINE DIST (m) Bearing АВ 25.179 N 83°…

A:

Q: ) Differentiate between the following terms/ scenarios used in engineering surveying.…

A:

Q: Describe the importance of Tachometry and trigonometrical leveling in Civil engineering projects.

A: Tacheometry : Tacheometry is a system of rapid surveying by which the horizontal and vertical…

Q: Examples of direct measurement in surveying

A: In direct measurement of surveying those distances are measured directly that needs to be measure.…

Q: Given the data below, solve for the required unknowns. 1. Solve for the elevation at BM2 Station BS…

A:

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

A:

Q: Examples of indirect measurement in surveyin

A: Solution: Indirect measurement is basically the method in which proportions are used in order to…

Q: Discuss the new trend of surveying to the field of Civil Engineering.

A: New trend of surveying in the field of civil engineering are nowadays becoming more important due to…

Q: Kindly answer this, this is in the surveying subject. Thankyou in advance have a nice day! (your…

A: BENCH MARK: For developing a topographic or contour map, the details and data collected by the…

Q: 8. True or False. If false, then explain why the premise is false. a. b. C. The most important…

A: Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: Problem 3 Below is a profile level notes, indicate the missing data, show arithmetic check, and draw…

A: station B.S H.I F.S I.F.S Elevation BM1 1.08 36.56     35.48 1+000       2.01 34.55 1+020…

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

A: The latitude is the northing or southing of distance of the traverse and departure is the easting or…

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

A:

Q: TY There are two types of scales in aerial photographs, mention and explain them briefly the…

A:

Q: (f) GPR: (g) Log CBR = 0.84 – 1.26 * Log (PR). What is PR? %3D - (h) SASW:

A: In the given question are Acronyms given, and are asked to abbreviate them, and what do they…

Q: Chapter 6 Basic Concepts of Surveying Name 1, XA = 534.158 m, yA = 462.257 m, DAB 104.321 m, aAB =…

A:

Q: A lake 250meters long had sounding taken at right angles to its length on ranges 60m, 120m, and 200m…

A: The measurement of the lake-like area and volume can be determined by different methods. The…

Q: (5) In the accompanying figure (NTS), the X & Y coordinates (in meters) of Station A are 1425.070…

A: The given figure is shown below:

Q: While measuring a survey line using a tape between two stations A and B intervened by a hill a.…

A: Option A is correct  Chaining free but vision gets obstructed .

Q: Jr, a civil engineer was to estimate the height of a transmission tower (G). He performed…

A:

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

A:

Q: 3. What must be the actual measurement to a (GML) meters distance using L(10) meter tape that is…

A:

Q: Show your complete solutions and underline/encirde your Final Answer. Example 9.2. From two…

A: We have to determine the value of coordinate of C as per the given data.

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

A: Given Line length bearing AB 589.06 m N87°30'E BC 291.86 m N30°30'E CD 656.980 m S42°45'E…

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

A:

Q: A straight line of length 15 km to be represented on the map (1in-4mile) What will be its length on…

A:

Q: PROBLEM NO. 0.4 A lake 800 m long had soundings taken at the right angles to its length or ranges,…

A: Consider he given data Ao=60 m2A225=930 m2A400=640 m2A650=750 m2A800=120 m2L=800 m

Q: Lines Bearing Length АВ S35*30'W 44.37 BC N57*15'W 137.84 CD N1*45'E 12.83 DE N17.83*E 64.86 EA…

A: Line length  bearing whole circle bearing departure Latitude  AB 44.37 S35°30'W 215°30'…

Q: Compute the east coordinates of point Q in the below figure if you know the east coordinates of…

A:

Q: Level  Tellurometer Total Statio

A: In simple words, Level : In order to survey any site you need to arrange your instrument such that…

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: is a method in the field of surveying to establish control networks * Compass O Chain O Levelling O…

A: Option D is correct ( Traverse )

Q: 20 HW-4-: The figure shows the distribution of 12 spot heights with a regular 20 m spacing covering…

A: Given  12 spot heights Spacing of grid = 20 m

Q: answer ASAP! UPVOTE WILL BE GIVEN! PLEASE WRITE THE COMPLEETE SOLUTIONS AND LEGIBLY! FUNDAMENTAL OF…

A:

Q: Q1: The following data were collected while running a closed traverse ABCDA. Calculate the missing…

A:

Q: The fundamental principle of surveying is to work from the (a) whole to the part (b) part to the…

A: Surveying is the art of determining the relative position of features above or beneath the surface…

Q: TWO Parallel t 350 m. DIF the с parallel tang (2) Compute What is

A:

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

A:

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

A: Given :

Q: Given the following data: Course Distance 495.85 m 850.62 m 855.45 m 1020.87 m 1117.26 m Bearing N…

A: Given length of BC = 850.62m Lattitude of BC = 590.53 m.   We can adjust the Lattitudes and…

Q: 2. A lake 800 m long had soundings taken at right angles to its length on ranges 0, 225, 400, 650,…

A: According Thiessen Polygon Method,Pavg = P1A1 + P2A2 + P3A3 + P4A4 + P5A5A1 + A2 + A3 + A4 + A5P1 =…

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

A: Given data:   Line  Length Azimuth from south AB 269.900 m unknown BC unknown 75°00’ CD…

Q: Q.I Fig(1) is the sketch of a construction site surveyod by lincar measurements. The lengths of the…

A: Given:- AB=325m AD=195m DB=410m DC=392m CB=260m To find:- area enclosed

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: Problem No. 3 In the accompanying sketch it is desired to determine the length of AB across a and…

A: Solution: Given Data: Line AC=471.48 mLength of AD=322.35

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.