Skip to main content

Geographical Projected Coordinate System

A Geographical Coordinate System (GCS) and a Projected Coordinate System (PCS) are two key types of coordinate systems used in mapping and geographic information systems (GIS). Here's an explanation of each:


 Geographical Coordinate System (GCS)


A Geographical Coordinate System is a system that uses a three-dimensional spherical surface to define locations on the Earth. 


Key Characteristics:

1. Coordinates: Locations are given in latitude and longitude.

   - Latitude: Measures north-south position, with values ranging from +90° (North Pole) to -90° (South Pole).

   - Longitude: Measures east-west position, with values ranging from +180° (east) to -180° (west).

2. Datum: A GCS is based on a datum, which defines the size and shape of the Earth and the origin and orientation of the coordinate system. Common datums include WGS84, NAD83, and NAD27.

3. Usage: Suitable for global data or when precision mapping is not critical (e.g., global maps, GPS).


Example:

- A location like New York City can be specified as (40.7128° N, 74.0060° W).


 Projected Coordinate System (PCS)


A Projected Coordinate System is a flat, two-dimensional representation of the Earth's surface. It is created by transforming the latitude and longitude coordinates from the GCS into planar coordinates.


Key Characteristics:

1. Coordinates: Locations are given in Cartesian coordinates (x, y), typically in meters or feet.

2. Projection: The transformation from the spherical surface of a GCS to a flat surface is done using a map projection. There are many types of projections, each with different properties and uses.

   - Types of Projections: Common ones include Mercator, Transverse Mercator, Lambert Conformal Conic, and Albers Equal-Area.

3. Distortion: All projections distort some aspect of reality (area, shape, distance, or direction), but they can minimize distortion in specific regions or aspects.

4. Usage: More accurate for detailed, localized mapping (e.g., city planning, engineering, detailed topographic maps).


Example:

- A PCS might project New York City coordinates to (x = 583960, y = 4507520) meters in a particular projection like UTM (Universal Transverse Mercator) Zone 18N.


 Comparison


1. Accuracy and Use:

   - GCS is better for representing large areas like continents or the entire globe.

   - PCS is better for small areas where high accuracy and detailed maps are needed.


2. Representation:

   - GCS uses a spherical representation (latitude and longitude).

   - PCS uses a flat, two-dimensional plane (x and y coordinates).


3. Distortion:

   - GCS does not distort distances and areas on the globe but is not suitable for detailed maps.

   - PCS distorts distances, areas, or angles depending on the projection used but is essential for accurate, localized mapping.


 Practical Example


When using GPS coordinates, you're using a GCS. When you take those GPS coordinates and put them on a detailed city map for navigation or planning, you're converting them to a PCS to ensure accuracy and usability in that specific area.


Let's delve deeper into the Geographical Coordinate System (GCS) and Projected Coordinate System (PCS), exploring their components, usage, and the process of projection transformation.


 Geographical Coordinate System (GCS)


Components:


1. Latitude and Longitude:

   - Latitude: Measures how far north or south a point is from the Equator. It ranges from +90° (North Pole) to -90° (South Pole). Each degree of latitude is approximately 111 kilometers apart.

   - Longitude: Measures how far east or west a point is from the Prime Meridian, which is set at 0°. It ranges from +180° east to -180° west. Longitude lines converge at the poles and are widest at the Equator.


2. Datum:

   - A datum defines the position of the spheroid relative to the center of the Earth. Different datums fit the Earth's shape better in different regions. Examples include:

     - WGS84 (World Geodetic System 1984): A global datum used by GPS.

     - NAD83 (North American Datum 1983): Common in North America.

     - NAD27 (North American Datum 1927): Older, used in the USA.


3. Prime Meridian and Equator:

   - The Prime Meridian (0° longitude) runs through Greenwich, England.

   - The Equator (0° latitude) divides the Earth into the Northern and Southern Hemispheres.


Usage:


- Global Mapping: Used in global positioning systems (GPS) and for mapping large areas where detailed precision is less critical.

- Navigation: Essential for air and sea navigation.


Example:


- Coordinates for the Statue of Liberty: 40.6892° N latitude, 74.0445° W longitude.


 Projected Coordinate System (PCS)


Components:


1. Cartesian Coordinates (x, y):

   - These coordinates are used in a two-dimensional plane, typically measured in meters or feet. The origin (0,0) can vary depending on the projection.


2. Projection:

   - A mathematical formula that transforms the spherical coordinates (latitude, longitude) onto a flat plane.

   - Types of Projections:

     - Mercator: Preserves angles and shapes but distorts distances and areas, especially near the poles. Used for nautical navigation.

     - Transverse Mercator: Minimizes distortion along a central meridian. Used in the UTM system.

     - Lambert Conformal Conic: Preserves shapes and angles, used for aeronautical charts.

     - Albers Equal-Area Conic: Preserves area, used for statistical maps.


3. Coordinate Systems within Projections:

   - UTM (Universal Transverse Mercator): Divides the world into 60 zones, each 6° of longitude wide, with a central meridian. Minimizes distortion within each zone.

   - State Plane Coordinate System (SPCS): Used in the United States, divides the country into zones to minimize distortion for detailed mapping.


Usage:


- Local and Regional Mapping: Ideal for city planning, engineering, and detailed maps where high accuracy is essential.

- GIS Applications: Used in geographic information systems to overlay various types of data accurately.


Example:


- Coordinates for the Statue of Liberty in UTM Zone 18N: approximately x = 580,000 meters, y = 4,505,000 meters.


 Projection Transformation


Process:


1. Selection of Projection: Choose a projection based on the area of interest and the purpose of the map. For example, UTM for local mapping, Mercator for navigation.


2. Transformation Formula: Apply the mathematical formulas that define the projection to convert GCS coordinates (latitude, longitude) into PCS coordinates (x, y). Each projection has specific formulas.


3. Minimizing Distortion: Understand that each projection has inherent distortions. Select the one that minimizes the type of distortion most critical for the map's purpose (area, shape, distance, direction).


Example Transformation:


- To convert 40.6892° N, 74.0445° W (GCS) to UTM coordinates:

  - Determine the UTM zone (18N in this case).

  - Apply the Transverse Mercator projection formula to get x and y coordinates.


 Practical Applications


GCS:


- Global Positioning System (GPS): Uses WGS84 to provide precise locations worldwide.

- Global Data Analysis: Climate models, global demographic studies.


PCS:


- Urban Planning: Detailed city maps, infrastructure development.

- Environmental Management: Mapping forests, watersheds for conservation.

- Engineering Projects: Designing and constructing buildings, roads, bridges.


A Geographical Coordinate System is essential for understanding positions on the Earth on a global scale, using latitude and longitude. However, for detailed and precise mapping, especially over smaller areas, a Projected Coordinate System is crucial as it transforms the Earth's surface onto a flat plane, minimizing distortions in specific regions or for specific uses. Understanding both systems and their appropriate applications is fundamental for accurate geographic representation and analysis.


Comments

Popular posts from this blog

Evaluation and Characteristics of Himalayas

Time Period Event / Process Geological Evidence Key Terms & Concepts Late Precambrian – Palaeozoic (>541 Ma – ~250 Ma) India part of Gondwana , north bordered by Cimmerian Superterranes, separated from Eurasia by Paleo-Tethys Ocean . Pan-African granitic intrusions (~500 Ma), unconformity between Ordovician conglomerates & Cambrian sediments. Gondwana, Paleo-Tethys Ocean, Pan-African orogeny, unconformity, granitic intrusions, Cimmerian Superterranes. Early Carboniferous – Early Permian (~359 – 272 Ma) Rifting between India & Cimmerian Superterranes → Neotethys Ocean formation. Rift-related sediments, passive margin sequences. Rifting, Neotethys Ocean, passive continental margin. Norian (210 Ma) – Callovian (160–155 Ma) Gondwana split into East & West; India part of East Gondwana with Australia & Antarctica. Rift basins, oceanic crust formation. Continental breakup, East Gondwana, West Gondwana, oceanic crust. Early Cretaceous (130–125 Ma) India broke fr...

Seismicity and Earthquakes, Isostasy and Gravity

1. Seismicity and Earthquakes in the Indian Subcontinent Key Concept: Seismicity Definition : The occurrence, frequency, and magnitude of earthquakes in a region. In India, seismicity is high due to active tectonic processes . Plate Tectonics 🌏 Indian Plate : Moves northward at about 5 cm/year. Collision with Eurasian Plate : Causes intense crustal deformation , mountain building (Himalayas), and earthquakes. This is an example of a continental-continental collision zone . Seismic Zones of India Classified into Zone II, III, IV, V (Bureau of Indian Standards, BIS). Zone V = highest hazard (e.g., Himalayas, Northeast India). Zone II = lowest hazard (e.g., parts of peninsular India). Earthquake Hazards ⚠️ Himalayas: prone to large shallow-focus earthquakes due to active thrust faulting. Northeast India: complex subduction and strike-slip faults . Examples: 1897 Shillong Earthquake (Magnitude ~8.1) 1950 Assam–Tib...

geostationary and sun-synchronous

Orbital characteristics of Remote sensing satellite geostationary and sun-synchronous  Orbits in Remote Sensing Orbit = the path a satellite follows around the Earth. The orbit determines what part of Earth the satellite can see , how often it revisits , and what applications it is good for . Remote sensing satellites mainly use two standard orbits : Geostationary Orbit (GEO) Sun-Synchronous Orbit (SSO)  Geostationary Satellites (GEO) Characteristics Altitude : ~35,786 km above the equator. Period : 24 hours → same as Earth's rotation. Orbit type : Circular, directly above the equator . Appears "stationary" over one fixed point on Earth. Concepts & Terminologies Geosynchronous = orbit period matches Earth's rotation (24h). Geostationary = special type of geosynchronous orbit directly above equator → looks fixed. Continuous coverage : Can monitor the same area all the time. Applications Weather...

Network data model

GIS, a network data model is used to represent and study things that are connected like a web — for example, roads, rivers, railway tracks, water pipes, or electric lines . It focuses on how things are connected and helps us solve problems like finding the best route, the nearest hospital, or where water will flow. Nodes → Points where things meet or end (e.g., road intersections, railway stations, pumping stations). Edges → Lines connecting the nodes (e.g., roads, pipelines, cables). Topology → The "rules" of connection — which node is linked to which edge. Attributes → Extra details about each part (e.g., road speed limit, pipe size, traffic volume). How It Works 🔍 Make the Network Model Start with a map of lines (roads, pipes, rivers) and mark how they connect. Run Analyses Routing → Find the shortest or fastest path. Closest Facility → Find the nearest hospital, petrol station, etc. Service Area → Find how far y...

Pre During and Post Disaster

Disaster management is a structured approach aimed at reducing risks, responding effectively, and ensuring a swift recovery from disasters. It consists of three main phases: Pre-Disaster (Mitigation & Preparedness), During Disaster (Response), and Post-Disaster (Recovery). These phases involve various strategies, policies, and actions to protect lives, property, and the environment. Below is a breakdown of each phase with key concepts, terminologies, and examples. 1. Pre-Disaster Phase (Mitigation and Preparedness) Mitigation: This phase focuses on reducing the severity of a disaster by minimizing risks and vulnerabilities. It involves structural and non-structural measures. Hazard Identification: Recognizing potential natural and human-made hazards (e.g., earthquakes, floods, industrial accidents). Risk Assessment: Evaluating the probability and consequences of disasters using GIS, remote sensing, and historical data. Vulnerability Analysis: Identifying areas and p...