250+ TOP MCQs on Theodolite Traversing – Closing Error and its Limitation and Answers

Surveying Multiple Choice Questions on “Theodolite Traversing – Closing Error and its Limitation”.

1. In order to mitigate the closing error, sum of latitudes and departures must be equal to zero.
a) True
b) False
Answer: a
Clarification: The algebraic sum latitudes and algebraic sum of departures must be equal to zero for avoiding the closing error, which will occur when the end point don’t coincide with the starting point.

2. Which among the following determines the direction of closing error?
a) Tan δ = ∑L/∑D
b) Tan δ = ∑L2/∑D2
c) Tan δ = ∑D/∑L
d) Tan δ = ∑D2/∑L2
Answer: c
Clarification: From the figure, Tan δ =∑D/∑L, which will give the direction of the closing error.
surveying-questions-answers-closing-errors-limitations-q2

3. The sum of interior angles must be equal to_______
a) (2N+4) right angles
b) (2N-4) right angles
c) (2N+4) * 180
d) (2N-4) * 180
Answer: b
Clarification: The theoretical sum of the interior angles of a traverse should equal to (2N-4) right angles, and that of the exterior angles should equal to (2N+4) right angles, where N is the number of sides of a closed traverse.

4. For adjusting the angular error, the error may be distributed equally among all the angles.
a) False
b) True
Answer: b
Clarification: When all angles are measured and under similar conditions, angular error is distributed equally among all the angles. However, if the accuracy of some angle is suspected due to peculiar field conditions, the whole angular error may be assigned to that angle.

5. Closing error can be given as________
a) ((∑L)2+(∑D)2)1/4
b) (∑L2-∑D2)1/2
c) (∑L2*∑D2)1/2
d) ((∑L)2+(∑D)2)1/2
Answer: d
Clarification: If a closed traverse is plotted according to the field measurements, the end point of the traverse will not coincide exactly with the starting point, due to the errors in the field observations, such as error is known as closing error. This is given as,
Closing error, e =  ((∑L)2+(∑D)2)1/2
Where, ∑L = sum of latitudes, ∑D = sum of departures.

6. Which of the following corresponds to the correction applied to the bearing of the last side?
a) Correction = Ne/N
b) Correction = 2Ne/N
c) Correction = 3Ne/N
d) Correction = e/N
Answer: a
Clarification: If e is the closing error in bearing, and N is the number of the sides of the traverse, then the correction applied to the bearing of the sides will be
Correction to the first bearing = e/N
Correction to the first bearing = 2e/N
And so on to the last bearing = Ne/N = e.

7. If traversing is done by taking bearings of the lines, the closing error in bearing may be determined by _______________
a) Comparing the back and fore bearings of the last line of the open traverse
b) Comparing the back and fore bearings of the middle line of the closed traverse
c) Comparing the back and fore bearings of the last line of the closed traverse
d) Comparing the back and fore bearings of the first line of the closed traverse
Answer: c
Clarification: By comparing the back and fore bearings of the last line of the closed traverse, the error in bearing may be determined by finding the difference between its observed bearing and known bearing.

8. Which of the following is a method of adjusting a closed traverse?
a) Departure method
b) Axis method
c) Tangential method
d) Latitude method
Answer: b
Clarification: The methods which are used to adjust the traverse are Bowditch’s rule, Transit rule, Axis method and Graphical method. These are employed based on the precision of the values obtained during surveying.

9. Relative error of closure is given as____________
a) Perimeter of closure/error of traverse
b) Error of perimeter/perimeter of traverse
c) Perimeter of traverse/error of traverse
d) Error of closure/perimeter of traverse
Answer: d
Clarification: The relative error of closure is used only in case of determination of the sign of latitudes and departures i.e., in which quadrant latitudes and departures lie.

10. Closing error can be briefly explained in which of the following set of methods?
a) Bowditch’s, Transit methods
b) Transit, Axis methods
c) Graphical, Axis methods
d) Bowditch’s, Graphical methods
Answer: c
Clarification: Since more amount of diagrammatic explanation is involved in Graphical and Axis methods, those are able to explain in a brief manner.

11. From the following observations, calculate closing error.

Line Length (m) Latitude Departure
AB 92.96 +92.57 -217.92
BC 157.63 -317.39 +24.62
CA 131.24 +226.19 +192.36

a) 1.66
b) 1.55
c) 1.44
d) 1.99
Answer: a
Clarification: The value of closing error can be given by e =  ((∑L)2+(∑D)2)1/2
Where, ∑L = 92.57 – 317.39 + 226.19 = 1.37
∑D = -217.92 + 24.62 + 192.36 = – 0.94
On substituting, we get e =  ((∑L)2+(∑D)2)1/2
e = (1.372+ 0.942)1/2
e = 1.661.

12. Calculate the direction of closing error for the following data.

Line Length (m) Latitude Departure
AB 24.29 -102.31 -119.22
BC 130.32 +360.24 -204.92
CA 249.11 -257.43 +323.26

a) 50023ꞌ
b) 60029ꞌ
c) 60023ꞌ
d) 62023ꞌ
Answer: c
Clarification: The value of direction for closing error can be given as Tan δ =∑D/∑L, where ∑L = – 102.31 + 360.24 –257.43 = 0.5; ∑D = -119.22 – 204.92 + 323.26 = -0.88. On substitution we get, Tan δ = 0.88 / 0.5 = 60023ꞌ.

13. For a traverse containing 10 sides, what would be the correction applied for the first side, if it consists a closing error of +1.92?
a) 19.0
b) 19.2
c) 1.902
d) 0.192
Answer: d
Clarification: The correction for sides in a traverse is given as correction = e / N, where N is the number of sides and e is the closing error. On substitution, we get, correction = 1.92 / 10 = 0.192.

14. What would be the correction for any side of a traverse in axis method if it has a closing error e = 0.93, length of side and axis would be 243.13 and 100 respectively?
a) 2.131
b) 1.131
c) 1.113
d) 1.311
Answer: b
Clarification: In Axis method of balancing a traverse, correction = length of side * (e/2) / length of axis. On substitution we get,
Correction = 243.13 * (0.93/2) / 100 = 1.131.

15. Which of the following indicates the correct value of precise closing error if e = 0.54 and lengths of sides are 92.69 m, 119.23 m, 92.64 m, 42.96 m and 60.96 m.
a) 1 / 766.445
b) 1 / 746.445
c) 1 / 756.445
d) 1 / 765.445
Answer: c
Clarification: The precise error of closure can be given as, error of closure = e / p
Where e = closing error = 0.54 and p = perimeter of traverse = 92.69 + 119.23 + 92.64 + 42.96 + 60.96 = 408.48 m.
Precise error is given as 0.54 / 408.48 = 1 / 756.445.

250+ TOP MCQs on Volume Measurement – Trapezoidal Formula and Answers

Surveying Multiple Choice Questions on “Volume Measurement – Trapezoidal Formula”.

1. The trapezoidal formula can be applied only if __________
a) It composes prism and wedges
b) It composes triangles and parallelograms
c) It composes prism and parallelograms
d) It composes triangles and wedges

Answer: a
Clarification: The trapezoidal method is based on the assumption that the mid-area is the mean of the end areas. It is true only if the prismoid is composed of prisms and wedges only but not of pyramids.

2. Trapezoidal formula is also known as ____________
a) Simpson’s rule
b) Co-ordinate method
c) Prismoidal method
d) Average end area method

Answer: d
Clarification: This method is based on the assumption that the mid-area is the mean of the end areas, which make it the Average end area method.

3. Which of the following indicates the assumption assumed in the trapezoidal formula?
a) mid-area is the mean of the starting area
b) mid-area is the mean of the end area
c) mid-area is the mean
d) mid-area is not the mean of the end area

Answer: b
Clarification: Trapezoidal formula is based on the assumption that the mid-area is the mean of the end area. Based on this, the trapezoidal formula will be worked out and further calculations are done.

4. Prismoidal correction can be applied to the trapezoidal formula.
a) True
b) False

Answer: a
Clarification: Every volumetric formula needs certain corrections in order to set the errors occurred. In the case of trapezoidal formula, prismoidal corrections will be applied so as to reduce the error impact.

5. Calculate the volume of third section, if the areas are 76.32 sq. m and 24.56 sq. m with are at a distance of 4 m.
a) 210.11 cu. m
b) 201.67 cu. m
c) 201.76 cu. m
d) 210.76 cu. m

Answer: c
Clarification: Volume of the third section of a prismoid can be calculated as,
V = d/2 (A3 + A4). On substitution, we get
V = 4/2 (76.32 + 24.56)
V = 201.76 cu. m.

6. If the areas of the two sides of a prismoid represent 211.76 sq. m and 134.67 sq. m, which are 2 m distant apart, find the total volume using trapezoidal formula. Consider n=3.
a) 651.99 cu. m
b) 615.99 cu. m
c) 651.77 cu. m
d) 615.77 cu. m

Answer: d
Clarification: The total volume using trapezoidal formula can be given as,
V = d ((A1 + A2/2) + A2). On substitution, we get
V = 2 ((211.76 + 134.67/2) + 134.67)
V = 615.77 cu. m.

7. In trapezoidal formula, volume can be over estimated.
a) False
b) True

Answer: b
Clarification: Due to the consideration of mid-area of the pyramid, volume of the pyramid can be over estimated. But due to the consideration of method of end area, the over estimation can be set right.

8. Determine the volume of prismoid using trapezoidal formula, if the areas are given as 117.89 sq. m and 55.76 sq. m which are 1.5m distant apart.
a) 130.23 cu. m
b) 103.23 cu. m
c) 13.44 cu. m
d) 103.65 cu. m

Answer: a
Clarification: The volume of prismoid in case of trapezoidal formula can be given as,
V = d/2 (A1 + A2). On substitution, we get
V = 1.5/2 (117.89 + 55.76)
V = 130.23 cu. m.

9. Which of the following methods is capable of providing sufficient accuracy?
a) Area by planimeter
b) Area by co-ordinates
c) Prismoidal method
d) Trapezoidal method

Answer: d
Clarification: Trapezoidal method involves the calculation of the volume of the prismoid and the shape acquired by the traverse. During volume calculations, many methods can be employed off which the trapezoidal method is capable of delivering the utmost accuracy.

10. The correction applied in trapezoidal formula is equal to____________
a) Product of calculated volume and obtained volume
b) Summation between calculated volume and obtained volume
c) Difference between calculated volume and obtained volume
d) Division of calculated volume and obtained volume

Answer: c
Clarification: Correction applied in case of the trapezoidal formula is equal to the difference between the volume calculated and that obtained from the prismoidal formula. In general, this correction is known as prismoidal correction and can be applied to the trapezoidal formula.

250+ TOP MCQs on Curve Surveying – By Offsets from the Tangent and Answers

Surveying Multiple Choice Questions on “Curve Surveying – By Offsets from the Tangent”.

1. Which process can be used for setting a small curve?
a) Offsets from radial offsets
b) Offsets from perpendicular tangents
c) Bisection of arcs
d) Offsets from chords
Answer: b
Clarification: Even though the offset by radial and perpendicular tangents are under the same head, they are having difference in the process which makes the perpendicular tangent method suitable for small curves and radial tangent method for long curve.

2. Which of the following describes the right usage of tangent method for offsets?
a) Smaller radius
b) Larger radius
c) Large deflection angle
d) More tangent length
Answer: a
Clarification: The tangential method can find its usage only in case of the smaller deflection angle and radius of curvature. Smaller radius of curvature enables this method to have a clear idea about setting offsets.

3. The points that are set by using the method of tangents will lie on ___________
a) Tangent
b) Chord
c) Arc of circle
d) Parabola
Answer: d
Clarification: The curve which is set by using the offsets produced by the tangent method involves formation of points on the parabola, but not on the arc of circle. If versine is considered then the curve will come close to the arc.

4. If the tangent distance increases, the offsets distance also increases.
a) False
b) True
Answer: b
Clarification: When the tangent distance increases, the offsets will become too large. It might create problem for accuracy. So, maintenance of appropriate lengths is very much needed as they are directly proportional.

5. Central position of curve can be set by _________
a) Tangent
b) Chord
c) Apex
d) Secant
Answer: c
Clarification: Apex of the curve acts as the central position for the curve, which can be obtained by the intersection of the tangents which the touch the curve and a perpendicular can be drawn from it, which is able to determine apex distance.

6. Which of the following represents the correct set of classification in the method of setting offset by tangent method?
a) Radial, perpendicular
b) Radial, parallel
c) Parallel, perpendicular
d) Parallel, horizontal
Answer: a
Clarification: The method of determining offsets by the tangents method involves two classifications, radial offsets and perpendicular offsets. Each of them can be applied based on the type of work being done and their accuracy involved.

7. Find the radial offset if radius of the curve is given as 23.65m and the offset placement is at 15m.
a) 5.63m
b) 5.36m
c) -5.63m
d) -5.36m
Answer: d
Clarification: The formula for the radial offset can be given as
Ox = (R2 – (x)2)1/2 – R. On substitution, we get
Ox = – 23.65 + (23.652 – (15)2)1/2
Ox = -5.36m.

8. Set a radial offset by using the approximate method with radius of the curve given as 25.76m and the offset distance as 5m.
a) 0.584m
b) 0.845m
c) 0.485m
d) 0.854m
Answer: c
Clarification: The approximate method for finding the offsets can be determined by using the formula, Ox = x2 / 2*R. On substitution, we get
Ox = 52 / 2*25.76
Ox = 0.485m.

9. Find the perpendicular offset by using the general method, with radius of the curvature being 70.98m and the offset distance about 9m.
a) 0.57m
b) -0.57m
c) 7.05m
d) -7.05m
Answer: b
Clarification: The perpendicular offsets can be found out by using the formula, Ox = R-(R2 – (x)2)1/2. On substitution, we get
Ox = (70.982 – (9)2)1/2 – 70.98
Ox = -0.57m.

10. Set a perpendicular offset using the approximate method, having radius of curvature as 47.43m and the offset distance being 8m.
a) 0.67m
b) 0.76m
c) 7.06m
d) 6.07m
Answer: a
Clarification: The formula for finding the perpendicular offset using the approximate method can be given as Ox = x2 / 2*R. On substitution, we get
Ox = 82 / 2*47.43 = 0.67m.

250+ TOP MCQs on Survey Adjustments and Errors Theory – Most Probable Values Determination and Answers

Surveying Question Paper on “Survey Adjustments and Errors Theory – Most Probable Values Determination”.

1. Most probable value can be found by using a ______________
a) Normal equation
b) Probability law
c) Probability curve
d) Algebraic coefficients
Answer: a
Clarification: From the unknowns, normal equations are found out. These are further used in identifying the most probable values if the number of unknowns is equal to the most probable value.

2. Most probable value is not used in the determination of which of the following?
a) Observations by conditions
b) Indirect readings from unequal weights
c) Observations from equal weights
d) Probability curve
Answer: d
Clarification: The most probable value obtained from the unknowns of the normal equation helps in the determination of direct observations from equal and unequal weights, indirect readings from equal and unequal weights, observations accompanied by condition equation.

3. If A = 57028ꞌ42ꞌꞌ, 4A = 88015ꞌ59ꞌꞌ, 5A = 143057ꞌ31ꞌꞌ. Find the most probable value of A.
a) A = 26045ꞌ46ꞌꞌ
b) A = 26054ꞌ64ꞌꞌ
c) A = 26054ꞌ46ꞌꞌ
d) A = 62054ꞌ46ꞌꞌ
Answer: c
Clarification: The coefficients of A are given as 1, 4, 5. By multiplying these we get, A = 57028ꞌ42ꞌꞌ, 16A = 3530ꞌ56ꞌꞌ, 25A = 7190ꞌ35ꞌꞌ on adding we get, 42A = 1130020ꞌ13ꞌꞌ and A = 26054ꞌ46ꞌꞌ.

4. The Most probable value found by normal equation involves the usage of known values.
a) True
b) False
Answer: b
Clarification: From the normal equations found, the most probable value can be determined. The normal equations involve the usage of unknowns which help in the determination of most probable value but the number of unknowns must be known to us.

5. It is necessary for the observed equations to be accompanied with condition equation.
a) True
b) False
Answer: b
Clarification: It is not necessary for an observed equation to be accompanied with condition equation. It indicates a certain case in the most probable values. If so, the condition equation is reduced to observed equation which will give an unknown. It is preferable than the method of correlates.

6. Most probable value determines certain observations. Which among them will give accurate value?
a) Direct observation with unequal weights
b) Indirect observation with weights
c) Direct observation with weights
d) Observation with condition equation
Answer: d
Clarification: Since the usage of condition equation is done and it is been reduced to an observed equation, this involves more accuracy in the process. The observed equation obtained can be determined by method of correlates too.

7. Find the most probable value with the observations 2.76, 4.32, 9.87, 8.83 having equal weights.
a) 6.45
b) 6.54
c) 4.65
d) 5.46
Answer: a
Clarification: The value of most probable value can be obtained by using the formula,
M = (V1 + V2 + V3 +V4) / n. On substitution, we get
M = (2.76 + 4.32 + 9.87 + 8.83) / 4
M = 6.45.

8. From which of the following cases, the value of most probable value can be easily determined?
a) Indirect method
b) Direct method
c) Method of correlates
d) From observations
Answer: c
Clarification: Among the methods available, the method of correlates is capable of providing accurate values in every step. Due to its accuracy, it is adopted in solving complex problems.

9. Determine the most probable value of B from the equations B = 65˚21ꞌ40ꞌꞌ weighing 3 and 2B = 132˚40ꞌ20ꞌꞌ weighing 2.
a) 141˚18ꞌ52.7ꞌꞌ
b) 114˚18ꞌ52.7ꞌꞌ
c) 114˚8ꞌ52.7ꞌꞌ
d) 411˚18ꞌ52.7ꞌꞌ
Answer: b
Clarification: The M.P.V of B can be found by multiplying the coefficient with the corresponding weight i.e.,
3*B = 196˚5ꞌ and similarly 8B = 1061˚22ꞌ40ꞌꞌ. On addition, we get
11B = 1257˚27ꞌ40ꞌꞌ
B = 114˚18ꞌ52.7ꞌꞌ.

10. From the set of observations (1.87+ 9.73+ 9.22), find the most probable value. The weights of the observations are given as 4, 7, 9 respectively.
a) 2.97
b) 9.72
c) 7.92
d) 7.29
Answer: c
Clarification: If the weights are unequal then the most probable vale can be given as,
M = (V1 + V2 + V3) / (w1 + w2 + w3). On substitution, we get
M = (4*1.87 + 7 * 9.73 + 9*9.22) / (4 + 7 + 9)
M = 7.92.

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250+ TOP MCQs on Flight Planning for Aerial Photography and Answers

Surveying Multiple Choice Questions on “Flight Planning for Aerial Photography”.

1. Overlapping in the direction of flight can be described as_____________
a) Forward overlap
b) Side lap
c) Backward overlap
d) Adjacent overlap
Answer: a
Clarification: While taking photographs, each strip is placed at a pre-determined distance which might be able to provide side lap between the adjacent strips. Overlapping in the direction of flight can defines as forward lap, as the flight moves forward. The frequency while taking photographs will be under control to avoid overlapping.

2. Which of the following indicates the correct set of overlapping percentage?
a) 50-60%
b) 55-70%
c) 50-70%
d) 55-60%
Answer: d
Clarification: Overlapping must be done at a desired rate. Excessive overlapping can cause the photograph more complex, with which the time for obtaining output increases. Frequency of the camera must be under control so as to avoid successive overlapping. The percentage of overlapping must be in a range of 55-60 %.

3. Overlapping occurred due to adjacent flight lines can be termed as__________
a) Front lap
b) Forward lap
c) Side lap
d) Straight lap
Answer: c
Clarification: While combining the photographs taken by two adjacent flights, it might lead to side lapping. The entire area in the photograph must be examined stereoscopically. This can be done only when the photographs are taken by adjacent flights.

4. Determine the distance of flight strips if the height lens placed is given as 56m.
a) 68.32m
b) 86.32m
c) 68.56m
d) 86.39m
Answer: a
Clarification: For calculation of distance of the flight strips, W = 1.22*H is used. On substitution, we get
W = 1.22*56
W = 68.32m.

5. What will be the distance between the flight strips if the value at point B is given as 6m?
a) 28m
b) 12m
c) 21m
d) 124m
Answer: b
Clarification: The calculation of distance between flight strips along with a point can be determined by using the relation, W = 2*B. On substitution, we get
W = 2*6
W = 12m.

6. The formula for determining the distance between flight strips can be given as_________
a) W = 1.22+H
b) W = 1.22-H
c) W = 1.22/H
d) W = 1.22*H
Answer: d
Clarification: Distance between the flight strips can be calculated as W = 1.22*H. Here, H indicates the height of lens placed above the ground. By calculating the distance between the strips it can be useful for determining the complication of points observed.

7. Overlapping increases the amount of work to be done.
a) True
b) False
Answer: a
Clarification: Overlapping occurs due to the combination of photographs to cover the entire area. It depends upon of the frequency, shutter speed of the camera. The coverage area increases with increase in over lapping and side lapping, which means work to done at field and at office increases.

8. The relation between normal direction of flight and the rectangular area can be given as_________
a) 2W = 2*B
b) W = 2*B
c) 3W = 2*B
d) 4W = 2*B
Answer: b
Clarification: In a maximum rectangular area, the rectangle must have the dimension in the direction of flight which has to be one-half the dimension normal to the direction of flight.

9. Calculate the flying height if the contour interval is given as 6m.
a) 300km
b) 300m
c) 3000m
d) 3000cm
Answer: c
Clarification: The flying height can be determined by using the formula,
Flying height = contour interval * c-factor. The value of c-factor lies in between 500-1500. On substitution, we get
Flying height = 6*500 = 3000m.

10. Unless the area is mapped, W value must be reduced.
a) False
b) True
Answer: b
Clarification: The determination of distance between the flight strips is related to the area mapped. The area mapped is covered by a certain number of flight paths which in turn reduces the value of W.

11. The value of c-factor lies in between ____________
a) 500-1500
b) 50-1500
c) 50-150
d) 150-550
Answer: a
Clarification: C-factor indicates a number, which is used for calculation of flying height. This factor depends on the conditions of the surroundings which cover the map-compilation operation, having a range 500-1500.

12. Which of the following is not considered while calculating distance between flight strips?
a) Vertical photographs
b) Mitigating crab
c) Eradicating drift of the aircraft
d) Line of sight
Answer: d
Clarification: The calculation of flight strips involves determination of level terrain, vertical photographs, mitigating crab and eradicating drift of the aircraft. All of these must be maintained for a better result.

250+ TOP MCQs on GPS – Operational Control Segment (OCS) and Answers

Surveying Multiple Choice Questions on “GPS – Operational Control Segment (OCS)”.

1. Which of the following is used for shaping the velocity of the satellite orbit?
a) User segment
b) Control segment
c) Ground segment
d) Space segment
Answer: b
Clarification: The entire process of GPS has been categorized into user segment, control segment. These are allocated with a certain part of the entire work. Control segment helps me monitoring the shape and velocity of satellite orbits.

2. Which type of band can be used in the control segment?
a) N-band
b) M-band
c) K-band
d) S-band
Answer: d
Clarification: For the proper functioning of the control segment, usage of certain bands like L-band and S-band is involved. L-band facilitates the path of GPS radio frequency and S-band facilitates the information transfer sessions.

3. Which among the following describes the usage of the S – band?
a) Merging wave length
b) Measuring wavelength
c) Duplex information transmission
d) Identifying signals
Answer: c
Clarification: S-band usage plays a crucial role in the control segment as it helps in conducting duplex information transfer sessions with space vehicle and secure communication data links.

4. For coupling globally distributed ground assets which among the following can be used?
a) S-band
b) L-band
c) K-band
d) M-band
Answer: a
Clarification: Secure communication data links are used in coupling globally distributed ground assets. These are produced from the S-bands, which are important in control segments.

5. Which of the following indicates the operations performed by the control segment?
a) Identifying bands
b) Merging signals
c) Controlling space vehicle
d) Determining wavelengths
Answer: c
Clarification: Control segment can perform operations like controlling and maintaining status and configuration of the space vehicle, support system interfaces to associated services, manage and schedule the ground assets.

6. Which of the following is not included in the Operation Control segment?
a) Master control station
b) Alternate master control station
c) Commands
d) Program
Answer: d
Clarification: An Operation Control Segment generally involves a master control station, an alternate master control station, commands and control antennas. Monitoring sites were also developed which can access the progress of work.

7. Which of the following can be used to generate navigational messages?
a) Control station
b) User segment
c) Space segment
d) Delivery segment
Answer: a
Clarification: The generation of the navigational message can be done by using the master control station. The generated signals can be sent to the satellite. It can also provide command and control of the GPS constellation.

8. Ground antennas can be communicated using __________
a) N-band
b) K-band
c) S-band
d) M-band
Answer: c
Clarification: The satellite to ground antenna communication can be established by using the s-band. The s-band can perform and provide the anomaly resolution with the early orbit support.

9. Satellite segment receives which of the following information?
a) Signals
b) Uplink control
c) Location
d) Gamma rays
Answer: b
Clarification: Satellite segment receives the uplink control and position data from the ground segment. This can also create time related and satellite position messages, which can be transmitted by using frequencies.

10. Which of the following satellites can use OCS?
a) LISS-III
b) IRS-1B
c) IRS-1A
d) IIF
Answer: d
Clarification: OCS can be used in the GPS mounted satellites like IIR-M and IIF which are currently in the orbit of rotation. These are having high accuracy GPS tracker which can function better than any other satellites.