From the given traverse, complete the tables below. Group 6. Traverse Data LINE DIST (m) Bearing AB 40.311 N29° 44.69' E ВС 21.213 S45° 0' E CD 35.057 N86° 43.77' E DE 61.465 S21° 58.47' W EF 24.207 N51° 42.59' W FG 18.682 S74° 28.55' W GH 20.616 N14° 2.17' E НА 15.811 N71° 33.9' W

Q: What is meant by angle misclosure?

A: Misclosure The situation, where the last during a series of linked traverse lines fails to hitch up…

Q: What is leveling and what are its uses in the field of survey?

A:

Q: What are some sources of errors in determining volumes in engineering surveying?

A: Finding out some sources of error in surveying to determine volumes.

Q: What are NGS calibration baselines?

A: NGS (National Geodetic Survey) is part of the National Oceanic and Atmospheric Administration(NOAA)…

Q: List the sources of error in determining areas?

A: Introduction: There are various factors that lead to errors in determining areas. Generally, these…

Q: 5. DATA AND RESULTS 5.1. Profile Leveling BS STA (m) 1.28 BM1 0+000 0+010 0+020 0+030 0+040 0+050…

A: Given, To determine, Remaining of the elevations

Q: Explain the indirect ranging process in the surveying field work with neat sketch.

A: Ranging- In surveying ranging is defined as a process to fix the intermediate points to perform the…

Q: The plan area of an old survey plotted to a scale of 10 m to 1 cm presently measures 82.5 cm². It is…

A:

Q: What type of survey is of vast extent and considers the earth's spherical shape? a. plane surveying…

A: The given statment is: The survey is of vast extent and considers the earth's spherical shape. To…

Q: What can we learn in studying surveying lessons? How can a person develop themselves in relation to…

A:

Q: Define the term systematic error and give two surveying examples of a systematic error.

A: Systematic errors are errors that are not controlled by some coincidence yet are presented by…

Q: Define application of gps,totalstation and levelling in water resources engineering

A: Applications of GPS in water resource engineering are as follows: 1. Water Resource Management. 2.…

Q: Using a 30-m tape that is 0.05m too long, the laid-out distance from X to Y is 140.42m. What is the…

A: Let's say nominal length of the tape L = 30m Actual length of the tape L' = (30+0.05) = 30.05 m…

Q: Can you provide an example of a real-world application where traverse surveying is used, and explain…

A: Traverse surveying is a method of establishing control networks by measuring the lengths and angles…

Q: Discuss the importance of elevation data and leveling techniques in construction surveys?

A: Surveying for construction in civil engineering includes such essential components as elevation data…

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: POINT NORTH/SOUTH DEGREES MINUTES EAST/WEST DISTANCE (M) 0-1 19 21 E 530.49 1-2 N 81 21 w 23.59 2-3…

A: Given, POINT LENGTH (L) BEARING (θ) LATITUDE=Lcosθ DEPARTURE= Lsinθ 0-1 530.49 S19°21'E -500.52…

Q: compare the function and uses of the following surveying equipments: transit, level, geodimeter,…

A: Transit: It is a piece of the surveying equipment that is generally used to measure the horizontal…

Q: Identify and discuss any practical/feasible means you can think of to improve both of the beach…

A: Surveys of the beach profile are conducted to locate the high-tide shoreline or land and sea…

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: Q2) It is required to measure the distance from A to C which was obstructed by a building (see the…

A:

Q: You have completed the leveling of a centerline project in the field and now you must plot the…

A:

Q: Why are adjustments performed using the least-squares method generally programmed?

A: Solution: The least square method is a statistical process which is used to find the best fit for…

Q: What are the derived formulas used in simple surveying curves, compound surveying curves, reverse…

A: Given: The types of curves are mentioned as: Simple surveying curves Compound surveying curves…

Q: Discuss briefly the disadvantages of plane table surveys.

A: Introduction : Plane Table Surveying is a simple but effective method of surveying. It is a…

Q: ne of the widely used survey instrument in the construction site today is the automatic level, list…

A: An automatic level does not have a sensitive bubble; it has a circular bubble only. Once an…

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

A: Surveying is art of determining the relative position of a particular with respect to datum with…

Q: How does GPS technology contribute to modern surveying practice

A: GPS Technology: Revolutionizing Modern Surveying Practices:1. Precision and Accuracy GPS technology…

Q: Describe the work procedure for mapping of the construction site that located far from the main road…

A: PROCEDURE FOR MAPPING OF THE CONSTRUCTION SITE IS GIVEN BELOW :

Q: Please help with the following: With as much details as possible Describe the GPS process. Go in…

A: Brief concept- GPS- The Global Positioning System (GPS) is a United States-owned service that…

Q: Define baseline and explain the main purpose of creating a baseline.

A: Project management is the way toward driving crafted by a group to make objectives and meet progress…

Q: write about close levelling surveying: 1- Introduction and object. 2-procedures  3-discussion .

A: Close leveling surveying- 1. Introduction and object- The objective of leveling is to determine,…

Q: Discuss the procedure of initializing kinematic surveys.

A: procedure of initializing kinematic surveys:

Q: Where need survey and as a civil engineer what we can do using survey

A: Surveying is a method of determining relative locations of various objects or points on the surface…

Q: Compute the elevations of BM2? STATION BM 1 TP 1 TP 2 TP 3 TP 4 BM 2 BS 2.71 3.62 3.51 3.17 1.47 HI…

A: Given,

Q: What is the definition of Surveying and Plane Surveying? What is the main assumption of Plane…

A: Surveying is a methodology/technique of determining the relative position of various features on,…

Q: when trying to

A: Introduction The Philippine archipelago is made out of 7,107 islands. It is partitionedinto three…

Q: Explain at least five different methods of locating soundings in hydrographic surveying.

A: There are different methods used to determine the surroundings in hydrographic surveying. Some of…

Q: What are the main considerations when selecting surveying equipment for a project?

A: It is important to choose the right surveying equipment for a project to collect accurate and timely…

Q: What are the proper steps in performing a topographic survey? Make sure that you are specific and…

A: topographic survey : A topographic survey collects information on the land's natural and man-made…

Q: 1.10 Describe the steps a land surveyor would need to do when performing a boundary survey.

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: From the field notes of a closed traverse shown below, Lines Bearing Distances AB N 53°27' 0"E BC S…

A:

Q: Solve the area of the lot from the given data shown by triangle method. Course Observed Data…

A: Course Lattitude Departure Double meridian Distance Double Area (DA) AB -497.28 -56.66 -56.66…

Q: Problem 2. A parcel land has been surveyed in the field and the lengths and bearings of the various…

A: Calculate the latitude and departure as given as, Latitude=L cosθ Departure=L sinθ…

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.