Given the following data for a closed traverse, if the total length of the traverse is 1885.00 m, the relative error of closure or precision of the survey is?

Q: 13. In a closed loop traverse of 1 km total length, the closing errors in departure and latitude are…

A: 1 km total length- Closing error in departure, d = 0.3 m Closing error in the latitude, l = 0.4 m It…

Q: 4.14 A baseline of approximately 12 mi is to be observed with a GNSS eceiver. a. What method of GNSS…

A: The appropriate epoch rate and observation session duration for your survey should be determined…

Q: This question is from Hydrographic surveying. If you want to survey for 2m objects with 3 pings…

A: Given data- Side scan sonar-2 m object with 3 pings50 m range scale

Q: ver terrestrial observations for surveying? In what circumstances should we not use GNSS?

A: Any satellite constellation that offers positioning, navigation, and timing (PNT) services on a…

Q: State the difference between a static survey and rapid static survey?

A: Solution:   A static survey is used to generate a high accuracy post-processed coordinate in…

Q: 15.15 The manufacturer-specified accuracy for a PPK survey is +(5 mm + 1 ppm) at 68% probability.…

A: To calculate the 95% error for a control baseline observed using the stop-and-go method, one can use…

Q: Solve the following problems showing your complete solutions. Draw the figure completely labelled…

A: Consider the traverse diagram;

Q: How many nontrivial baselines will be observed in one session with three receivers?

A: Answer Trivial baselines are those lines that are formed when more than one GPS used in the field.

Q: Why should repeat baselines be performed in a static survey?

A:

Q: ) For a traverse having a precison ration of 1:7,024 and total distance of 352 what is the total…

A:

Q: What is the ratio of error if a closing errors of AN=0.03' and AE=0.04' over a close traverse of…

A: ∆N=0.03in ∆E=0.04in

Q: Regarding the purported rule of "keep foresights short and backsights long" when creating a survey…

A: Foresight: It is the staff reading which is taken before changing the survey instrument to the new…

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.