- Page 1 and 2: SUBCOURSEEN0593EDITIONAUNITED STATE
- Page 3 and 4: TERMINAL LEARNING OBJECTIVE:ACTION:
- Page 6 and 7: Part G: Adjusting Precise-Positioni
- Page 8 and 9: PART A - FIGURES OF THE EARTH1-1. T
- Page 10 and 11: Figure 1-2. Flattening Fractiona. T
- Page 12 and 13: 1-3. Geoid. In geodesy, precise com
- Page 15 and 16: point in the survey to provide the
- Page 18 and 19: one side of a triangle and all of t
- Page 20 and 21: Figure 1-10. Simple Triangulation N
- Page 22 and 23: observation, contains a light sourc
- Page 24 and 25: of a horizontal rod with a small sp
- Page 26 and 27: The Airy theory, announced by G. B.
- Page 28 and 29: Figure 1-15. Products of the Gravim
- Page 30 and 31: a. If the shape of the earth was ex
- Page 32 and 33: Figure 1-16. Single Astronomic Stat
- Page 36 and 37: Figure 1-19. Astro-Geodetic Datum O
- Page 38 and 39: (c) The significance of a gravity-o
- Page 40 and 41: absolute deflections of the vertica
- Page 42 and 43: Figure 1-23. Preferred Datumsa. The
- Page 44 and 45: 1-17. The World Geodetic System. Be
- Page 46 and 47: Figure 1-25. Using the Same Referen
- Page 48 and 49: LESSON 1PRACTICE EXERCISEThe follow
- Page 50 and 51: 12. Which of the following is assum
- Page 52 and 53: LESSON 1PRACTICE EXERCISEANSWER KEY
- Page 54 and 55: THIS PAGE IS INTENTIONALLY LEFT BLA
- Page 56 and 57: for all military and civilian activ
- Page 58 and 59: i. Additional support for other top
- Page 60 and 61: 2-7. Status. At present, topographi
- Page 62 and 63: in both. (North American Datum of 1
- Page 64 and 65: water can impede leveling operation
- Page 66 and 67: A field recording booklet. A single
- Page 68 and 69: PART I - OFFICE WORK2-24. General.
- Page 70 and 71: PART J - SURVEY COMMUNICATION2-28.
- Page 72 and 73: length or side is known, and all th
- Page 74 and 75: second-order, Class I net. The leng
- Page 76 and 77: The number of observations required
- Page 78 and 79: to perform the reconnaissance. Fail
- Page 80 and 81: and cultivated, or fields may have
- Page 82 and 83: e an alphanumeric symbol that is st
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2-53. Intervisibility of Stations.
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station is (K/2) 2 x 0.0676, or one
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Figure 2-8. Similar Triangles Solut
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2-54. Height of Obstructions. It is
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authorized to change the name, it s
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Figure 2-12. Cells Connected in Par
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added as the cells weaken. Three un
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Figure 2-16. Construction Details f
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2-60. Wooden Towers. When it become
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LESSON 2PRACTICE EXERCISEThe follow
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11. The face of the 5-inch signal l
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LESSON 2PRACTICE EXERCISEANSWER KEY
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average line in a triangulation sys
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3-4. Slope Measurements. The slope
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strip as close as possible to its f
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. Sight along the tops of both of t
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Column 1. Record the station number
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stake to steady it. With the back o
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Figure 3-3. DA Form 4446 (Sample of
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micrometer in this optical system i
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laterally across the front of the e
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Figure 3-7. Horizontal Circle and M
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out of adjustment. If the index mar
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(1) In order to avoid instrumental
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location of the vertical circle on
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Figure 3-13. Open Traversec. Closed
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designate the exact point of refere
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example, a line with an azimuth of
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When adjusting a traverse that star
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LESSON 3PRACTICE EXERCISEThe follow
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11. The unit of graduation on a hor
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LESSON 3PRACTICE EXERCISEANSWER KEY
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THIS PAGE IS INTENTIONALLY LEFT BLA
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differential leveling. The theodoli
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additional runs are made due to exc
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Figure 4-2. Wild N-3 Precision Leve
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(8) Loosen the azimuth clamp (13),
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4.7. Miscellaneous Equipment. In ad
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(2) To check for gross errors in th
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(a) (1) Begin by completing the inf
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Set up and level the instrument. Re
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Figure 4-8. Sun and Wind Code(5) Th
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(10) Enter the interval between the
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Figure 4-9. Closed-Circuit River Cr
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Figure 4-11. Sample DA Form 5820 (R
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is 0. When the telescope is pointed
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stations. However, since all statio
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a. Complete the heading, as shown.b
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a. (1) Enter the date, as in the sa
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LESSON 4PRACTICE EXERCISEThe follow
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11. The maximum length of site to o
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LESSON 4PRACTICE EXERCISEANSWER KEY
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PART A - GLOBAL POSITIONING SYSTEM
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5-7. Pseudorange. A pseudorange is
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5-15. Number of Pseudorange Observa
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i. Probable Error Measures. The acc
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Table 5-1. Representative GPS Error
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Table 5-2. Carrier Phase Trackinga.
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exercise extreme caution in applyin
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not be designed or performed to ach
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Table 5-3. GPS-S Design, Geometry,
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f. Multiple/Repeat Baseline Connect
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possible ionospheric and tropospher
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Figures 5-4. PDOP Versus Time PlotP
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e. Field Processing and Verificatio
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All carrier phase relative-surveyin
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time spent and the cost of conducti
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movement between occupation sites,
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5-37. General. GPS baseline solutio
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(1) Receiver Time. This technique u
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NOTE: Repeated baselines should be
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5-43. Loop Closure Checks. Postproc
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necessary to determine approximate
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This will ensure that future work w
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may (and usually does) far exceed t
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important in evaluating the overall
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i. Relative GPS baseline standard e
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LESSON 5PRACTICE EXERCISEThe follow
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12. When the networking method is s
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LESSON 5PRACTICE EXERCISEANSWER KEY
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THIS PAGE IS INTENTIONALLY LEFT BLA
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FAR-77 obstructions. Aircraft-movem
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Figure 6-1. Imaginary SurfacesEN059
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Figure 6-3. Approach Surfacesa. Fed
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. Federal Aviation Regulation-77, S
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Table 6-4. Airport Obstruction Accu
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A horizontal scale of 1:12,000 and
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Figure 6-4. Sample DA Form 5821 (Ai
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Figure 6-5. Sample DA Form 5822 (PA
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LESSON 6PRACTICE EXERCISEThe follow
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LESSON 6PRACTICE EXERCISEANSWER KEY