For a 25-km baseline using a dual-frequency receiver, (a) what static surveying method should be used, (b) for what time period should the baseline be observed, and (c) what epoch rate should be used?
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For a 25-km baseline using a dual-frequency receiver, (a) what static surveying method should be used, (b) for what time period should the baseline be observed, and (c) what epoch rate should be used?
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- When using the rapid static surveying method, what is the minimum recommended length of the session required to observe a baseline that is 10 km long for *(a) a dual-frequency receiver, (b) a single-frequency receiver? For a 38-km baseline using a dual-frequency receiver, (a) what static surveying method should be used, (b) for what time period should the baseline be observed, and (c) what epoch rate should be used?15.15 The manufacturer-specified accuracy for a PPK survey is +(5 mm + 1 ppm) at 68% probability. What is the 95% error for a control baseline that is 4 km long, which is observed using the stop-and- go method?For a 25-km baseline using a dual-frequency receiver, what static surveying method should be used?
- List the fundamental steps involved in planning a static survey.What are the disadvantages of Pseudokinematics surveys?Control surveying is referred to as the determination of the precise position of a number of stations which are distributed over a large area. Control surveys are usually divided into main and auxiliary controls primary and secondary controls horizontal and vertical controls high precision and low precision controls
- 1.From the given data table below compute the following: (refer to the data table below) a) elevations of TPs and Benchmark 2 (BM2). The ground slope of the survey location is relatively uniform. b) Difference in elevation between TP1 and TP7 and between BM1 and BM2 c) Assuming that the horizontal distance between BM1 and BM2 is 350m, express the slope of the ground from Bm1 to BM2 in percent, degrees, grads, and in mils. 2. The accompanying schematic of lines portray a differential level route. The values indicated represent backsight and foresight readings taken at different points as labeled. Prepare and complete differential level notes for the information shown. (refer to the schematic diagram with table below)What is the definition of Surveying and Plane Surveying? What is the main assumption of Plane Surveying and when not to consider this assumption?Why should repeat baselines be performed in a static survey?