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Surveying and geomatics are foundational to civil engineering, providing the methods and technologies for accurately measuring and representing the Earth's surface and features.
Surveying plays a fundamental role in civil engineering, focusing on the accurate measurement of Earth's surfaces to establish positions for construction and mapping. Principles such as working from whole to part and using multiple measurements to establish points guide effective surveying practices. The evolution of surveying techniques, from manual traditional methods to advanced digital technologies, underscores the significant importance of accurate surveys in modern engineering projects.
The chapter covers essential aspects of surveying, including understanding mapping scales, survey stations, survey lines, safety measures in the field, and units of measurement. It highlights potential errors in measurements, the importance of accuracy and precision, and offers practical guidelines for civil engineers involved in both fieldwork and data processing.
The chapter focuses on the measurement of distances in surveying, exploring both direct and indirect methods. Direct methods include pacing, the use of passometers and odometers, while indirect methods involve tools like chains and tapes. Additionally, the chapter covers ranging survey lines, the importance of bearings, and various types of magnetic compasses, emphasizing their roles in providing accurate measurements and directions.
Levelling is a vital component of surveying that focuses on determining heights and elevations of points on the Earth's surface. Critical technical terms are defined to aid understanding, including concepts like Mean Sea Level, Bench Mark, and Height of Instrument. Various levelling instruments and methods are discussed, along with types of errors that can occur in measurements, emphasizing the need for precision in engineering projects.
The chapter provides a comprehensive understanding of contour mapping, including the definition and significance of contour lines, contour intervals, and their characteristics. It explores various methods for surveying and contour mapping, digital elevation models (DEMs), and the computation of areas and volumes. The relationship between contour intervals and factors such as map scale, terrain nature, and project purpose is emphasized, providing a practical framework for effective surveying and engineering design.
Plane tabling is a traditional survey method used for creating maps directly in the field. It allows for simultaneous observations, mapping, and contouring but has become largely obsolete with the advent of modern surveying technologies like GPS and Total Stations. The theodolite is highlighted as a versatile instrument for measuring angles and levels, with various types including electronic models that enhance precision in survey work.
Tacheometry is a method that allows for the measurement of horizontal and vertical distances using angular observations with a tacheometer, proving to be more efficient than traditional chaining methods, especially in rough terrains. Key instruments include the tacheometer and levelling rod, while methods vary based on whether the line of sight is horizontal or inclined. Procedures for trigonometrical levelling and traverse computations are important for determining object heights and managing coordinate computations.
Triangulation surveys are fundamental in establishing accurate controls by utilizing trigonometric principles to calculate sides from measured angles. Various triangulation systems and methods, including trilateration, enhance the precision of these surveys. The chapter covers the principles of triangulation, its application in determining geodetic controls, and the factors influencing station selection for measurement quality.
The chapter delves into the principles and applications of various surveying techniques, including the computation of areas and volumes, and the use of different instruments like the tacheometer. It emphasizes the importance of accurate measurements and calculations in civil engineering projects and elaborates on the methodologies for determining the reduced levels of various terrains. Furthermore, the chapter discusses common errors in surveying and their implications.
The unit discusses the necessity of curves in transportation systems, specifically focusing on horizontal and vertical curves. It categorizes curves into various types and elucidates essential components and parameters for their layout. The chapter also touches upon the significance of super-elevation in enhancing road and railway safety and comfort.
The chapter discusses methods for setting out simple circular curves, including linear methods like ordinates from the long chord, successive bisections of arcs, offsets from tangents, and chords produced. It also covers angular methods like Rankine's method of tangential angles and the two theodolite method. Additionally, compound and reverse curves, their elements, and procedures for setting them out, alongside transition curves and the concept of super-elevation, are explored.
The chapter focuses on the analysis and design of horizontal and vertical curves in road and railway engineering. It covers the geometric principles underlying curve design, including super-elevation, transition curve length, and the characteristics of various curve types. The importance of curves in ensuring vehicle safety, comfort, and operational efficiency is emphasized through mathematical relations and practical design considerations.
This chapter focuses on the geometry and calculations involved in setting out circular curves, tangent lengths, and vertical curves in civil engineering. It emphasizes various methods for calculating angles, lengths, and offsets, as well as practical examples illustrating these concepts. The chapter also covers the transition curves and compound curves critical in roadway design and alignment.
The chapter covers the different types of curves in road design, including simple circular, compound, and reverse curves. It delves into the features, applications, and importance of transition curves, super-elevation, and grade changes in vertical curves. Various exercises challenge students to apply theoretical concepts to practical scenarios, enhancing comprehension of curve design in civil engineering.
The chapter delves into the principles and applications of Electronic Distance Measurement (EDM), Total Stations, and Global Positioning System (GPS/GNSS) in modern surveying. It emphasizes the advantages these technologies bring in terms of accuracy, reduced manpower requirements, and efficiency in data collection. The chapter also outlines various components, working mechanics, classifications, and error sources associated with these instruments, enhancing students' understanding and capabilities in surveying applications.
The chapter discusses the integration of GNSS and Total Station technologies in surveying, highlighting their increasing efficiency and accuracy in measurement tasks. It examines the applications, advantages, and limitations of Total Stations, along with calibration processes, error sources, and the functionality of global positioning systems (GPS). The evolution and impact of GNSS on various fields are emphasized, showcasing significant advancements in navigation capabilities.
This chapter discusses the Global Navigation Satellite Systems (GNSS) and their operational principles, highlighting the various signals transmitted by satellites, the advantages and disadvantages of GNSS technology, and the types of GNSS receivers available. The chapter explores surveying techniques using GNSS, including static, kinematic, and real-time kinematic methods, along with their respective pros and cons. Additionally, the role of augmentation systems like WAAS and MSAS in enhancing GNSS accuracy is outlined.
The chapter covers the concept of GNSS (Global Navigation Satellite System) technology, its various applications, accuracy factors, potential errors, and the functionalities of different SBAS systems like EGNOS, GAGAN, and SDCM. It emphasizes the evolution of surveying and navigation methodologies due to advances in GNSS technology and its integration into various sectors including aviation, agriculture, and defense.
Photogrammetry is defined as the art, science, and technology of obtaining reliable information about physical objects and their environment through photographic images. The chapter covers historical developments, types of aerial photographs, applications, advantages, disadvantages, and technical terms essential to the field. It emphasizes the importance of photogrammetry in mapping and modeling, utilizing both traditional and modern techniques involving digital photography and LiDAR.
The chapter discusses relief displacement and stereoscopy, emphasizing their significance in aerial photography and photogrammetry. It explains how relief displacement affects the accuracy of measurements on vertical photographs due to varying heights of objects, and the importance of stereoscopic modeling in providing depth perception through stereo-pairs. Lastly, it covers the essentials of aerial triangulation, highlighting its applications in mapping and surveying.
This chapter delves into the processes involved in aerial triangulation and photogrammetry, emphasizing techniques for achieving accurate maps from aerial photographs. It explains the significance of ground control points, various types of aerial triangulation methods, and the use of different photogrammetric software. Additionally, it covers the creation of mosaics, orthophotos, and stereo-plotting instruments while highlighting the advancements in digital photogrammetry.
The chapter focuses on the principles and techniques of photogrammetry, specifically discussing aerial photography and its applications. It includes methodologies to calculate scales, relief displacement, and the use of stereo pairs for 3D elevation determination. The content is enriched with numerical examples and exercises to reinforce the theoretical concepts presented.
The unit covers the fundamental aspects of remote sensing, including the principles, applications, advantages, and disadvantages of the technology. It emphasizes the interaction of the electromagnetic spectrum (EMS) with the atmosphere and its implications for satellite imagery quality. The unit highlights the significance of sensors' characteristics, the necessity of geometric and radiometric corrections, and the importance of accuracy assessments in thematic mapping.
The chapter elaborates on various atmospheric phenomena that influence remote sensing, particularly focusing on scattering, absorption, transmission, atmospheric windows, and spectral signatures. It details the types of orbits for remote sensing platforms, types of platforms used for data collection, and the different types of resolutions that affect image quality. Furthermore, the role of various sensors in remote sensing is explained, highlighting passive and active systems, with their respective advantages for different applications.
Microwave sensors and hyperspectral imaging systems play critical roles in fields such as agriculture, geology, and environmental monitoring by providing fine-resolution images and extracting valuable spectral information. The evolution of satellite technology, starting from Landsat missions to high-resolution commercial sensors like WorldView, showcases significant advancements in remote sensing capabilities, enabling diverse applications in resource management and urban planning. Moreover, understanding various types of images, including multispectral and hyperspectral, is essential for accurate data interpretation and analysis.
The chapter introduces key concepts in image interpretation, outlining the significance of texture, pattern, shape, size, shadow, and site/association. It further explores digital image interpretation methods, emphasizing the differences between visual and digital techniques, and details the processes of image pre-processing, enhancement, transformations, and classification. An assessment of accuracy is critical for evaluating the quality of classified maps derived from remote sensing data.