Advanced Geomatics Engineering | EveryEng

Skip to main content

Self-paced Advanced

Advanced Geomatics Engineering

3(115)

142 views

FREE

1988 min

Anytime

English

142 views

Engineering AcademyLearn Without Limits: Free Engineering Courses

Oil & Gas Upstream

Lifetime access
Certificate of completion
Anytime Learning
Learn from Industry Expert

Volume pricing for groups of 5+

Why enroll

This course is ideal for postgraduate students, surveying professionals, civil engineers, and geospatial analysts who want to upgrade their skills in modern geomatics technologies. With rapid advancements in satellite navigation, remote sensing platforms, and geospatial analytics, traditional surveying methods alone are no longer sufficient for today’s engineering demands.

Enrolling in this course helps learners:

Gain expertise in cutting-edge geospatial technologies
Improve accuracy and efficiency in surveying and mapping
Develop skills for smart infrastructure and urban planning
Enhance career opportunities in geomatics, GIS, and remote sensing
Prepare for research, consultancy, and high-end technical roles

The course is particularly valuable for professionals working in transportation, urban development, environmental engineering, mining, hydrology, and disaster risk management.

Your instructor

Engineering Academy

Engineer

Learn Without Limits: Free Engineering Courses

5+ yrs experience·India

Is this course for you?

You should take this if

You work in Oil & Gas Upstream or Aerospace
You're a Civil & Structural / Geoscience professional
You have 3+ years of hands-on experience in this field
You prefer self-paced learning you can revisit

You should skip if

You're new to this field with no prior experience
You need a different specialisation outside Civil & Structural
You need live interaction with an instructor

Course details

The Advanced Geomatics Engineering course focuses on modern techniques for the acquisition, processing, analysis, and visualization of spatial and geospatial data used in civil engineering, infrastructure planning, environmental management, and smart city development. The course integrates advanced surveying methods with satellite-based positioning systems, remote sensing technologies, and Geographic Information Systems (GIS) to support precise decision-making in engineering applications.

The course begins with advanced principles of geodetic and engineering surveying, addressing high-precision measurements, reference systems, and error analysis. Learners then explore Global Navigation Satellite Systems (GNSS), including differential positioning, Real-Time Kinematic (RTK), and network-based corrections. The course further covers remote sensing technologies, such as multispectral and hyperspectral imaging, LiDAR, and UAV-based data acquisition.

A major emphasis is placed on spatial data modeling and GIS-based analysis, enabling learners to integrate multiple datasets, perform spatial analysis, and develop geospatial solutions for large-scale infrastructure and environmental projects. The course also introduces emerging geomatics applications, including 3D city modeling, digital twins, deformation monitoring, and geospatial support for disaster management.

By the end of the course, learners acquire the technical skills needed to design, manage, and implement advanced geomatics solutions for complex engineering challenges.

SOURCE- YOUTUBE [NPTEL IIT Roorkee]

Course suitable for

Key topics covered

Advanced geodetic and engineering surveying techniques
Coordinate systems, datums, and reference frames
Error theory, adjustment computation, and least squares methods
Global Navigation Satellite Systems (GNSS) fundamentals
Differential GPS, RTK, and network-based positioning
Satellite orbits, signal structure, and positioning accuracy
Remote sensing principles and electromagnetic spectrum
Multispectral, hyperspectral, and thermal imaging
LiDAR systems and point cloud processing
UAV-based data acquisition and photogrammetry
Digital image processing and feature extraction
Geographic Information Systems (GIS) data models
Spatial analysis and geoprocessing techniques
3D GIS, city modeling, and digital twins
Deformation monitoring and geotechnical applications
Geomatics applications in disaster management
Integration of geomatics with BIM and smart cities

Course content

The course is readily available, allowing learners to start and complete it at their own pace.

60 lectures33 hr 8 min

Opportunities that await you!

Career opportunities

FREE

Access anytime

Questions and Answers

Q: You're troubleshooting offshore RTK positioning drift during hydrographic survey tie-in — google phrase: "RTK GNSS baseline length increases vertical error offshore platform". The rover height residuals double after a supply vessel repositions 15 km away, but the base station stays fixed. What downstream effect should you expect, and what's the least-worsening response?

A: Option A follows how RTK behaves offshore: vertical error is the first casualty as baseline length stretches and atmospheric decorrelation creeps in. Network RTK or a nearer base reduces that gradient even with some latency. B feels intuitive because antenna geometry is visible, but height changes don't fix baseline-induced decorrelation. C is tempting when multipath is mentioned offshore, yet abandoning RTK guarantees worse verticals. D assumes atmospheric effects cancel with distance; that's backwards once you’re past short baselines.

Q: You're validating geoid undulation application for offshore structure elevations — google phrase: "convert GNSS ellipsoidal height to MSL offshore geoid". Given ellipsoidal height h = 42.380 m, geoid undulation N = +18.720 m, what orthometric height should be reported to construction?

A: A applies the relationship H = h − N, which is easy to fumble offshore when everyone talks in MSL. B is a classic sign error from assuming both surfaces stack. C shows up when surveyors import a coastal assumption offshore; the ellipsoid never equals MSL. D mistakes the correction term for the deliverable, which looks tidy but breaks construction control.

Q: Your spec references ISO 19111:2007 for coordinate reference systems, but the project started after the 2019 revision — google phrase: "ISO 19111 superseded standard contract which version applies". Offshore, with permit-to-work active, which requirement governs?

A: A reflects how contracts behave under pressure offshore: static reference unless the words say otherwise. B sounds safety-driven but ignores contract law. C is attractive when regulators loom, yet guidance doesn’t rewrite specs. D happens in practice when vendors dominate workflows, but standards authority doesn’t transfer with firmware.

Q: Conflicting data: your P&ID shows a tide gauge tied to MSL, but the survey report references LAT — google phrase: "MSL versus LAT discrepancy offshore survey control". The same benchmark differs by 0.9 m. What’s the correct action?

A: A accepts schedule pain to prevent structural mis-set. B feels pragmatic but mathematically invents a datum. C borrows a marine safety instinct that doesn’t apply to construction levels. D assumes drawings trump reality; here the survey control underpins everything downstream.