Determine the angles subtended for the following conditions: A 1 cm diameter pipe sighted by total station from 100 m. A 1/8 in tack sighted by total station from 300 ft. A 1/4 in diameter chaining pin observed by total station from 200 ft.

Q: Q4: a. The following readings were observed successfully with a leveling instrument. The instrument…

A:

Q: ➤ The following observations were recorded when carrying stadia level between two temporary bench…

A: First, we need to understand the problem and the data given. We are given the back sight, fore…

Q: 2. A pre-engineering baseline was run down a very steep hill as shown in Figure 1. The vertical…

A: Elevation : When a point's height is its vertical distance above or below the surface of a reference…

Q: Following observations were taken for determining the R.L. of station A. Instrument -station Height…

A:

Q: Part A What error results on a 200-ft sight with a level if the rod reading is 11.307 ft but the top…

A:

Q: 10. Complete the following table using the knowledge obtained in class about differential leveling…

A: Given Data Total 5 stations has been given and we are asked to calculate the Elevations, adjusted…

Q: When conducting a traverse survey, what are the precautions for selecting a traverse point? (Check)…

A: Following is required answer :

Q: A differential leveling circuit began on BM Hydrant (orthometric height 5869.31 ft) and closed on BM…

A: BM Hydrant BM Rock Readings (in feet) given in the order taken are, 2.68 (+S) on BM Hydrant, 5.59…

Q: 4. Using the following information, determine the elevation at Point B and Point C. Setup @ A Elev…

A:

Q: Book the readings as shown in Figure Q4by Rise and Fall method. Compute all elevations, and show the…

A: Book the readings as shown in Figure Q4by Rise and Fall method. Compute all elevations, and show the…

Q: A differential leveling circuit began on BM Hydrant (orthometric height 5869.31 ft) and closed on BM…

A: BM Hydrant =5869.31 ftBM Rock (orthometric height 5830.03 ft). Readings  2.28 (+S) on BM Hydrant,…

Q: Which of the following may cause errors in leveling measurement? (Multiple choice) (Multiple choice)…

A: There are many errors in levelling measurement :- From the the given option.

Q: A transit with stadia interval factor of 100O.8 was set up at point C on the line between points A…

A: Consider the figure shown below.

Q: Given this topic: "Implementation of GIS and related tools for spatial and temporal monitoring of…

A: a) Importance of Monitoring Highway Attributes:Monitoring various highway attributes is crucial for…

Q: العنوان не ➤ The following observations were recorded when carrying stadia level between two…

A: Thank you for providing this image. Let's solve this problem step-by-step to determine the elevation…

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.