An Analysis of How GNSS Improves Accuracy in Land Measurement and Mapping

ATTENTION:

BEFORE YOU READ THE ABSTRACT OR CHAPTER ONE OF THE PROJECT TOPICS BELOW, PLEASE READ THE INFORMATION BELOW.THANK YOU! 

INFORMATION:

YOU CAN GET THE COMPLETE PROJECT OF THE TOPIC BELOW. THE FULL PROJECT COST N5,000 ONLY. THE FULL INFORMATION ON HOW TO PAY AND GET THE COMPLETE PROJECT IS AT THE BOTTOM OF THIS PAGE. OR

YOU CAN CALL: 08068231953, 08137701720,

WHATSAPP/TELEGRAM US ON: 08137701720

An Analysis of How GNSS Improves Accuracy in Land Measurement and Mapping

CHAPTER ONE

INTRODUCTION

1.1 Background to the Study

Land surveying is a fundamental activity in land administration, engineering construction, urban planning, and environmental management. It involves the measurement and mapping of the Earth’s surface to determine positions, distances, and elevations of natural and man-made features (Wolf & Ghilani, 2012). Traditionally, surveying relied on terrestrial instruments such as chains, theodolites, and total stations. While these methods are still relevant, they are often time-consuming and limited by line-of-sight constraints and cumulative human errors.

The advent of Global Navigation Satellite Systems (GNSS) has significantly transformed land surveying practices. GNSS refers to a constellation of satellites that provide positioning, navigation, and timing services to users worldwide. Major GNSS include the United States’ Global Positioning System (GPS), Russia’s GLONASS, Europe’s Galileo, and China’s BeiDou (Hofmann-Wellenhof, Lichtenegger, & Wasle, 2008). These systems allow surveyors to determine precise three-dimensional coordinates anywhere on Earth with minimal reliance on ground control points.

GNSS technology improves surveying accuracy by reducing observational errors, enhancing data collection speed, and enabling real-time positioning techniques such as Real-Time Kinematic (RTK) and Differential GNSS (DGNSS) (Leick, Rapoport, & Tatarnikov, 2015). These techniques correct satellite signal errors caused by atmospheric delays, clock biases, and orbital uncertainties, resulting in centimeter-level accuracy for many surveying applications.

In developing countries, including Nigeria, GNSS has become increasingly important due to rapid urbanization, infrastructure development, and the need for accurate land records. Accurate land surveys support secure land tenure, effective property taxation, and sustainable land use planning (FIG, 2014). Therefore, understanding how GNSS influences the accuracy of land surveying is essential for modern surveying practice and national development.

1.2 Statement of the Problem

Despite the widespread adoption of GNSS in land surveying, challenges remain regarding the consistency and reliability of positioning accuracy. Factors such as signal obstruction from buildings and trees, multipath errors, atmospheric disturbances, and poor satellite geometry can degrade GNSS accuracy (Hofmann-Wellenhof et al., 2008; Leick et al., 2015).

In many developing regions, limited access to reference stations, inadequate technical training, and improper equipment calibration further affect the quality of GNSS-based survey results. This raises concerns about the validity of cadastral boundaries, engineering layouts, and geospatial databases that depend on GNSS-derived coordinates.

While GNSS is generally considered more accurate than traditional methods, empirical evidence is needed to evaluate its actual influence on land surveying accuracy in practical field conditions. There is also a need to compare GNSS-based techniques with conventional surveying methods to determine their strengths and limitations. This study therefore seeks to examine how GNSS affects the accuracy of land surveying and to identify factors that influence its performance in real-world applications.

1.3 Aim and Objectives of the Study

Aim:

The main aim of this study is to examine the influence of Global Navigation Satellite Systems (GNSS) on the accuracy of land surveying.

Objectives:

The specific objectives are to:

Describe the evolution and components of GNSS used in land surveying.

Assess the level of accuracy achievable with GNSS-based surveying techniques.

Compare GNSS surveying accuracy with traditional surveying methods.

Identify factors affecting GNSS accuracy in land surveying.

Evaluate the implications of GNSS accuracy for cadastral and engineering surveys.

1.4 Research Questions

What are the main GNSS technologies used in land surveying?

How accurate are GNSS-based surveying methods compared to traditional techniques?

What factors influence the accuracy of GNSS in land surveying?

How does GNSS accuracy affect cadastral boundary determination and engineering layouts?

What strategies can improve GNSS accuracy in practical surveying operations?

1.5 Significance of the Study

This study is significant to:

Surveyors and Geomatics Professionals: by providing insights into best practices for improving GNSS survey accuracy (Leick et al., 2015).

Land Administrators: by enhancing the reliability of cadastral records and land tenure systems (FIG, 2014).

Engineers and Planners: by supporting accurate site layout and infrastructure development.

Policy Makers: by informing investments in GNSS infrastructure and reference networks.

Researchers and Students: by contributing to the body of knowledge on GNSS applications in surveying.

1.6 Scope of the Study

The study focuses on the use of GNSS in land surveying and its influence on positional accuracy. It covers cadastral, topographic, and engineering surveys but does not extend to marine or aviation navigation applications.

1.7 Operational Definition of Key Terms

GNSS (Global Navigation Satellite System): A system of satellites that provides global positioning and timing information.

GPS: The United States GNSS constellation.

Accuracy: The degree to which a measured position conforms to its true value.

RTK (Real-Time Kinematic): A GNSS technique that provides real-time centimeter-level positioning.

DGNSS: A method that improves GNSS accuracy using corrections from a reference station.

HOW TO RECEIVE PROJECT MATERIAL (S)

After paying the appropriate amount (#5,000) into our bank Account below, send the following information to any of the numbers below

08068231953, 08137701720,

(1)    Your project topics

(2)     Email Address

(3)     Payment Name

OR you drop them on our WhatsApp/Telegram, 08137701720

We will send your material(s) after we receive bank alert

BANK ACCOUNTS

Account Name: AMUTAH DANIEL CHUKWUDI

Account Number: 0046579864

Bank: GTBank.

OR

Account Name: AMUTAH DANIEL CHUKWUDI

Account Number: 3139283609

Bank: FIRST BANK

OR

Account Name: AMUTAH DANIEL CHUKWUDI

Account Number: 2023350498

Bank: UBA.

FOR MORE INFORMATION, CALL:

08068231953, 08137701720, 08154275408 

 AFFILIATE LINKS:

easyprojectmaterials.com

http://graduateprojects.com.ng

http://freshprojects.com.ng

http://info247.com.ng

projectstores.com.ng

projectgraduates.com.ng

projectgraduate.com.ng

igraduateproject.com.ng

igraduateprojects.com.ng

By admin

Leave a Reply

Your email address will not be published. Required fields are marked *