← Summary Index Full Chapter →
Chapter 2 — Summary

GIS and Maps

02
4 Teaching Hours 6 Marks
15+Times Asked
~70Total Marks
6Topics
MediumPriority

1 Map Projections

2 Nepal Datum and MUTM

3 GCS vs PCS

AspectGCSPCS
UnitsDegrees (lat/long)Metres/feet
Surface3D (sphere/ellipsoid)2D flat plane
DistortionNone (angular reference)Some (depends on projection)
UseGlobal referencingMapping, measurement

4 RMS Error

RMS = √[(Σ(xi′ − xi)² + (yi′ − yi)²) / n]

Used in georeferencing to measure accuracy of transformation. Lower RMS = better fit. Acceptable threshold depends on scale (typically <1 pixel).

5 Accuracy vs Precision

6 Scale Types

Q Past Exam Questions
+Explain types of map projections with examples. (2073, 2076, 2079)

Cylindrical (Mercator), Conical (Lambert), Azimuthal. Explain properties: conformal, equal-area, equidistant. Draw projection surfaces.

+What is MUTM? How is it different from standard UTM? (2074, 2075, 2078, 2081)

MUTM: 3-degree zones for Nepal (vs 6-degree UTM). Scale factor 0.9999 (vs 0.9996). More accurate for Nepal's narrow extent. Two zones: 84–87 E and 87–90 E.

+Differentiate between GCS and PCS. (2072, 2079, 2080)

GCS: angular (degrees), 3D reference. PCS: linear (metres), flat plane. GCS = location reference; PCS = measurement system. Use comparison table.

+What is RMS error? Given control points, calculate RMS. (2074 Bhadra, 2076, 2082)

RMS = sqrt(sum of squared residuals / n). Show calculation step by step. Compare with acceptable threshold.

+Distinguish accuracy and precision with diagram. (2071, 2075)

Draw target diagrams: (a) accurate + precise, (b) precise + inaccurate, (c) accurate + imprecise, (d) neither. Explain systematic vs random error.

+Explain types of map scales with examples. (2073, 2078)

Verbal, RF, graphical. Graphical best because it resizes with map. Large scale = large detail, small area.