Relevant bibliographies by topics / Route surveying

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Route surveying'

Author: Grafiati
Published: 4 June 2021
Last updated: 6 September 2023

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Journal articles on the topic "Route surveying"

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Morgan, Kenneth. "Navigating the Great Barrier Reef: The Inner and Outer Routes, 1815-1860." International Journal of Maritime History 33, no. 1 (March 2021): 37–53. http://dx.doi.org/10.1177/0843871421991164.

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This article examines naval surveying voyages undertaken between 1815 and 1860 by Phillip Parker King, Francis Price Blackwood, Owen Stanley and Henry Mangles Denham to discuss the improvements to the navigation of the Inner and Outer shipping routes along the Great Barrier Reef. The Inner Route lay between Australia’s east coast and the western edge of the reefs while the Outer Route was situated in open sea beyond the eastern edge of the reefs. These were some of the most dangerous waters for ships in the Pacific off Australia’s east coast. The article analyses the improvements to both routes resulting from the surveying of the naval commanders referred to above; it explains why the choice between the Inner and Outer routes was difficult to make; and it shows that the Outer Route was increasingly favoured by merchant vessels.
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Uspeneva, Marina G., and Andrej M. Astapov. "APPLICATION OF MODERN TECHNOLOGIES OF ENGINEERING AND GEODESIC WORKS FOR SURVEYING OF MAIN GAS PIPELINES." Interexpo GEO-Siberia 1, no. 1 (July 8, 2020): 50–63. http://dx.doi.org/10.33764/2618-981x-2020-1-1-50-63.

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During the construction of oil and gas pipelines, a complex of engineering and geodetic works is necessary to ensure the geometric parameters of the designed routes during their laying. Therefore, the development of new methods for performing engineering and geodetic works for tracing linear structures using modern instruments is an urgent task. The purpose of this research is to analyze the modern methodology for the implementation of engineering and geodetic works for surveying and construction of the gas pipeline. The object of surveying is the route of the main gas pipeline «Aikhal-Udachny». The approbation of the methodology for performing engineering and geodetic works surveying for the «Aikhal-Udachny» gas pipeline was carried out and an analysis of the results was given.
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Desa, Hazry, Mohd Azizi Azizan, Safwan Suhaimi, Zulaiha Ramli, Mohamad Syafiq Abdul Khadir, and Zainuddin Hat. "Feasibility Study of UAV Implementation In Route Surveying." Proceedings of International Conference on Artificial Life and Robotics 24 (January 10, 2019): 712–16. http://dx.doi.org/10.5954/icarob.2019.gs5-8.

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Randi, Judy. "Final Choices: Surveying Career Options." Teachers College Record: The Voice of Scholarship in Education 119, no. 14 (November 2017): 1–36. http://dx.doi.org/10.1177/016146811711901403.

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This article follows the 25 exemplar elementary, secondary English, and math teachers prepared in New Jersey's alternate route program (AR) or college-based programs (CB) through their 11th year. The article examines retention and attrition patterns, including moving from school to school or to education-related positions outside of K–12 classroom settings. The article presents data on teachers’ reasons for staying or leaving, including their career aspirations. The article concludes with a discussion of the findings and the implications for teacher education.
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Jaferi, Fatemeh, and Seyed Mojtaba Sajadi. "Finding the shortest route surveying through proposed genetic algorithm." International Journal of Productivity and Quality Management 16, no. 4 (2015): 434. http://dx.doi.org/10.1504/ijpqm.2015.072416.

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Cao, Xian Ge, Jin Ling Yang, Xiang Lai Meng, and Wei Cheng Zhang. "Subway Tunnel Cross-Section Surveying Based on Ground 3D Laser Scanning Data." Advanced Materials Research 1079-1080 (December 2014): 296–99. http://dx.doi.org/10.4028/www.scientific.net/amr.1079-1080.296.

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Afterthe construction of subway main structure, in order to realize route adjustmentof alignment and gradient, it needs to survey the cross-section of subwaytunnel. Compared with conventional measuring methods, 3D laser scanning has thecharacteristics of non-contact measurement and can collect space 3D point clouddata with high density, this can improve the working efficiency for the subwaycross-section surveying. Based on the Leica Scanstation 2 scanners this paperanalyzed the 3D laser scanning point cloud data collection procedures and dataprocessing, expounded the subway cross-section surveying method based on pointcloud data; analyzed the feasibility of 3D laser scanning technology in theapplication of tunnel cross-section surveying based on the field validationdata. The results show that the cross-section measured by this method can meetthe technical requirements of route adjustment of alignment and gradient.
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Busby, Roswell F. "Ocean Surveying from Manned Submersibles." Marine Technology Society Journal 40, no. 2 (May 1, 2006): 16–29. http://dx.doi.org/10.4031/002533206787353358.

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The performance of the bathyscaphes and second generation manned submersibles has generated considerable speculation concerning the merits of these platforms as undersea surveying tools. Although a wide variety of tasks have been successfully performed, the manned submersible is still too new a tool to have firmly established its role in oceanographic/engineering surveys. Undersea navigation, launch/retrieval methods and surveying sensors designed for submersible use are, in the main, unsatisfactory, but their development is being pursued. Preliminary observations indicate that the following surveying missions could benefit most highly through employment of a Deep Ocean Survey Vehicle, (DOSV): (1) Site Surveys of small ocean bottom areas for installation of hardware or habitats; (2) Bottom Truth Surveys of representative areas for verification of surface-obtained data; (3) Route Selection Surveys of prospective cable or pipeline routes; (4) Biological Surveys for quantitative and qualitative assessment of marine biota; and (5) Geological Surveys of bottom sediments, structures and depositional/erosional processes. Although little, if any, ocean surveying per se has been performed from submersibles, sufficient observations exist to indicate that surface-conducted surveying may produce an erroneous impression of the bottom and near-bottom environment. Wide beam (60° cone) echo-sounding in the Bahamas completely missed 3 to 150 meter (10-500 ft.) high near-vertical cliffs and outcrops which have been observed from submersibles. Near-bottom current speeds have been observed to vary from essentially zero to 20 cm/sec (0.5 kns.) within a lateral distance of less than 1 meter. Zonation of currents along the bottom was observed in the Straits of Florida which would have been virtually impossible to observe and interpret with conventional measuring techniques. Abrupt changes in bottom sediment grain sizes have been observed which would lead to erroneous impressions if sampled from the surface. Preliminary tests have indicated that sediment bearing strengths measured from surface-collected cores may be in error by several orders of magnitude from measurements taken by manned submersibles in situ.
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Weis, Claude, Matthias Kowald, Antonin Danalet, Basil Schmid, Milenko Vrtic, Kay W. Axhausen, and Nicole Mathys. "Surveying and analysing mode and route choices in Switzerland 2010–2015." Travel Behaviour and Society 22 (January 2021): 10–21. http://dx.doi.org/10.1016/j.tbs.2020.08.001.

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Yang, Jiachen, Tianlei Ni, Lin Liu, Jiabao Wen, Jingyi He, and Zhengjian Li. "The Sea Route Planning for Survey Vessel Intelligently Navigating to the Survey Lines." Sensors 22, no. 2 (January 9, 2022): 482. http://dx.doi.org/10.3390/s22020482.

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Marine surveying is an important part of marine environment monitoring systems. In order to improve the accuracy of marine surveying and reduce investment in artificial stations, it is necessary to use high-precision GNSS for shipborne navigation measurements. The basic measurement is based on the survey lines that are already planned by surveyors. In response to the needs of survey vessels sailing to the survey line, a method framework for the shortest route planning is proposed. Then an intelligent navigation system for survey vessels is established, which can be applied to online navigation of survey vessels. The essence of the framework is that the vessel can travel along the shortest route to the designated survey line under the limitation of its own minimum turning radius. Comparison and analysis of experiments show that the framework achieves better optimization. The experimental results show that our proposed method can enable the vessel to sail along a shorter path and reach the starting point of the survey line at the specified angle.
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Mustafa M Amami, Ali M El-Turki, Asim I Rustum, Ibrahim M El-Amaari, and Tariq A Jabir. "Topographic Surveying using Low-Cost Amateur Drones & 4K Ultra-High-Definition Videos." Open Access Research Journal of Science and Technology 4, no. 2 (April 30, 2022): 072–82. http://dx.doi.org/10.53022/oarjst.2022.4.2.0040.

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These days, the science of photogrammetry is frequently used in a wide range of applications, including engineering geology, medication, security, navigation, and topographic surveying works. Drones have gradually become an effectual and frequent technique for obtaining a number of photogrammetric products, such as ortho-mosaics, Digital Elevation Model (DEM), and land detailed topographic maps. This paper investigates the possibility of employing low-cost amateur drones with 4K Ultra-High-Definition (UHD) video for topographic surveying works and creating DEM's. DJI Mavic 2 PRO drone with Hasselblad L1D-20C 20 MP camera has been used for covering an expected gas & oil pipeline route in the South of Libya with length of nearly 15 km and width of 200 m. 60 well-distributed high-quality 3D ground points, divided as 30 Ground Control Points (GCP's) and 30 check points, have been used for more stable and robust photogrammetric processing and for reliable evaluation, respectively. The camera has been calibrated twice, before and after executing the flight mission for trustworthy Interior Orientation Elements (IOE's). The recorded video has been split into smaller videos based on the capturing time of the required frames, and the small videos have been extracted to individual UHD photos using Matlab image tools. Leica Photogrammetric Suite (LPS) software has been used for all processing steps, except the automatic filtration of the generated tie points, which has been carried out using self-developed Matlab algorithm for epipolar geometry and 2D transformation based filters. Results show that DEM's with quality of nearly 1.2 to 2 decimeter in plane and elevation, respectively can be obtained using DJI Mavic 2 PRO drone, 4K UHD video taken by Hasselblad L1D-20C 20 MP camera, pixel ground footprint of 8 cm, and flight height of 350 m. This level of accuracy is appropriate for many engineering applications, such as initial-planning projects stretched on huge areas, urban development plans, GIS data collection, inventory of earth works materials, and 3D modeling. The obtained quality of the generated DEM depends on the flight height and the camera quality, IOE's, and resolution. Tests show that using 4K UHD video for photogrammetric applications can provide UHD extracted frames, similar to that captured singly, especially with fit flight speed and camera settings, namely: ISO sensitivity, shatter speed, and aperture size. Also, using video facilitates the aerial photography process, overcoming the difficulties of determining the suitable capturing time and location of individual photos in site. The other advantage is the ability of taking alternative frames if the selected images are not suitable for photogrammetric works in terms of tilting and blurring. The opportunity of changing the overlapping rates across the route is another important advantage of using video, especially for curvy routes. Moreover, using different groups of overlapped images for the same route helps for creating different DEM's for the same area, resulting more precise and dense topographic surveying works.
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Dissertations / Theses on the topic "Route surveying"

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Gibson, Erin Shawnine Leigh. "Negotiating space routes of communication in Roman to British Colonial Cyprus /." Thesis, Connect to e-thesis, 2005. http://theses.gla.ac.uk/271/.

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Thesis (Ph.D.) -- University of Glasgow, 2005.
Ph.D. thesis submitted to the Department of Archaeology, Faculty of Arts, University of Glasgow, 2005. Includes bibliographical references. Print version also available.
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Mathirajan, M. "Some PC-based Heuristics For Employee Pick-up Vehicle Routing Problem And Influence Of Spatial Demand Distribution." Thesis, 1995. http://etd.iisc.ernet.in/handle/2005/1869.

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Books on the topic "Route surveying"

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Ervin, Richard G. Archeological survey of the U.S. Route 301/Maryland Route 213 intersection, Queen Annes County, Maryland. [Baltimore]: Dept. of Natural Resources, Maryland Geological Survey, Division of Archeology, 1988.

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1827-1915, Fleming Sandford Sir, ed. Survey of interior route from Annapolis to Yarmouth: Correspondence. [S.l: s.n., 1987.

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James, Hall. Report of a reconnoisance of a route for a railroad from Portland to Montreal. [Portland, Me.?: s.n.], 1986.

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Czerniak, Robert J. Applications of GPS for surveying and other positioning needs in departments of transportation. Washington, D.C: National Academy Press, 1998.

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Geib, Phil R., and Davina Two-Bears. Archaeological testing/data recovery, Navajo route 15 (9-1) (11-2) (12-2) 4 Leupp to the western Navajo Agency boundary, Coconino and Navajo counties, Arizona. Window Rock, Ariz: Navajo Nation Historic Preservation Dept., 2005.

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Jane, Allen, Bernice Pauahi Bishop Museum, Hawaii Highways Division, Hawaii. State Historic Preservation Division., Office of Hawaiian Affairs, and United States. Federal Highway Administration., eds. Four sites in upland Kāneʻohe: Supplemental survey and archaeological monitoring for Interstate route H-3. [Honolulu: Bishop Museum, 2002.

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Herr, Sarah A. Their own road: Archaeological investigations along State Route 260 : Payson to Heber -- Christopher Creek Section and Sharp Creek Campground. Tucson, Arizona: Desert Archaeology, Inc., 2014.

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E, Dockall John, Bernice Pauahi Bishop Museum, Hawaii Highways Division, Hawaii. State Historic Preservation Division., Office of Hawaiian Affairs, and United States. Federal Highway Administration., eds. Windward highway archaeological investigations: Inventory survey, data recovery, and monitoring for Interstate route H-3 in Kāneʻohe, Oʻahu. Honolulu, Hawaiʻi: Dept. of Anthropology, Bishop Museum, 2003.

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Scott, Douglas D. Archeological mitigation of the Federal Lands Highway Program plan to rehabilitate Tour Road, Route 10, Little Bighorn Battlefield National Monument, Montana. Lincoln, Neb: United Statee Deparment of the Interior, National Park Service, Midwest Archeological Center, 2006.

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Ontario, Simcoe and Huron Railroad Union Company., ed. Important statistical information with reference to the prospects and route of the Toronto, Simcoe and Lake Huron Railroad: Gleaned and carefully compiled from the official census reports, and other authentic sources. [Toronto?: s.n.], 1985.

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Book chapters on the topic "Route surveying"

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Gibson, David W. "Route Surveys." In The Surveying Handbook, 828–66. Boston, MA: Springer US, 1987. http://dx.doi.org/10.1007/978-1-4757-1188-2_24.

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Gibson, David W. "Route Surveys." In The Surveying Handbook, 624–50. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-1-4615-2067-2_25.

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"Chapter 4. The Planning and Surveying of Submarine Cable Routes." In Submarine Cables, 91–122. Brill | Nijhoff, 2014. http://dx.doi.org/10.1163/9789004260337_006.

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Haw, Richard. "Internal Improvements (1838–41)." In Engineering America, 135–63. Oxford University Press, 2020. http://dx.doi.org/10.1093/oso/9780190663902.003.0009.

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John left farming in the wake of the panic of 1837 and found work as a surveyor, eventually working on a series of canal projects around western Pennsylvania, where he met Charles Schlatter. Despite his evident ability and expertise, John was doing little more than grubbing around for piecemeal surveying work before linking up with Schlatter. In 1838, Pennsylvania placed Schlatter in charge of surveying three potential railroad routes across the state, and he immediately drafted John to help. While submitting his survey report to the state authorities in Harrisburg, John got embroiled with Charles Ellet in a competition to build the first long span suspension bridge in the United States, over the Schuylkill River in Philadelphia. Ellet won the contract, instituting a rivalry that would last much of the next twenty years.
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"Places Mentioned in Lucio V. Mansilla's Narrative and Expedition and Surveying Routes." In An Expedition to the Ranquel Indians, vii—viii. University of Texas Press, 1997. http://dx.doi.org/10.7560/751927-001.

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Conference papers on the topic "Route surveying"

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Sarsam, Saad I. "Implementation of Surveying Techniques in the Route Selection for Baghdad Metro Tube." In INTERNATIONAL CONFERENCE ON ARCHITECTURAL AND CIVIL ENGINEERING 2020. Cihan University-Erbil, 2021. http://dx.doi.org/10.24086/aces2020/paper.176.

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Transportation systems play a central role in a sustainable society by providing mobility for people, goods, and services. Significant sustainability benefits are being derived through the improvements in transportation network efficiency, use of alternative modes and multimodality, integration of sustainable design, better integration of land use and transportation systems. Sustainable transportation system usually refers to any means of transportation which has low impact on the environment, affordable to users and can balance the current and future needs. This work covers the implementation of surveying techniques in the route selection for Baghdad Metro Tube. The travel demand has been assessed through an extensive travel potential survey. The public bus terminals were considered as a major source of data. The number of passengers using the present public transportation system from each bus terminal and for each route to various destinations has been recorded. The passenger supply points have been indicated by latitude and longitude that define the bus stop and the proposed metro route using global positioning system GPS. A passenger counting data was collected concerning the present use of public transport. A line indicates travel from one area to another and a grid was constructed. The present bus routes were identified, and the 28 major and minor public transportation terminals, which represent the passenger trip origin and destination nodes, were detected using GPS. The bus terminals were also positioned by the GPS and affixed. The recent land use of Baghdad urban area and the existing transportation network as obtained from Google earth were utilized in the geographic information system GIS environment. Travel corridors are identified and analyzed according to their existing right-of-way conditions, transit services, land use, and demographics.The positive and negative attributes of each corridor with regards to their potential for supporting transitoriented development TOD and higher capacity transit services have been determined through optimization process in the GIS. Finally, five corridors of the highest trip potential have been selected and proposed.
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Dong, Gang. "Surveying container hub port and liner trunk route in Northeast Asia." In 3rd International Conference in Mechanical, Information and Industrial Engineering. Southampton, UK: WIT Press, 2015. http://dx.doi.org/10.2495/icmiie140101.

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Rego, Vale´ria S., Alexandre S. Hansen, Eduardo M. Florence, and Marcelo J. B. Teixeira. "Scour Studies for a Gas Pipeline Crossing in Negro River, Brazil." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-80064.

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Each pipeline river crossing is a unique project and depends on the local environmental conditions. Sediment movement or erosion of the river bed can, for example, originate free spans superior to those for which the pipeline was designed to resist. A thorough understanding of the sediment dynamics is necessary in order to guarantee the integrity of the pipeline from damages caused by variation of the river bed. PETROBRAS designed and installed two gas pipelines in Negro River, state of Amazonia, Brazil. The new pipelines will have a total length of 383 km through the rain forest, 10 km of which was laid along the river bed and a second branch crossing the river over 5 km. In order to guarantee the structural safety of the pipeline, characterization of river hydraulics and bed dynamics was carried out with acquisition of environmental data, numerical modeling and surveying. Current and flow measurements with ADCPs, hydrodynamic and morphological modeling were carried out. Multibeam, side scan sonar and SBP surveys at different times were compared in order to assess large scale changes in the river bed and presence of bed forms. Hydraulic characterization of the Negro River indicated relatively low bed mobility in comparison to the Amazon River, for example. Finally, parametric calculations for onset of scour, length and depth of scour holes and related time scale, as well as bottom velocities over the hydrological cycle were used to obtain parameters for engineering design (route stability, free span analysis, etc.), protection requirements and survey periodicity for monitoring of free span development along the pipeline.
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Campbell, K. J., W. S. Tillinghast, J. S. Hoffman, and J. A. Roulstone. "Geohazards Surveying and Complex Seafloor Conditions Along Deepwater Jolliet Pipeline Routes." In Offshore Technology Conference. Offshore Technology Conference, 1990. http://dx.doi.org/10.4043/6370-ms.

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Fellingham, Lorimar, Andrew Graham, and Steven Stiff. "Characterisation and Remediation of Beryllium Waste Pits in the Southern Storage Area at Harwell." In ASME 2003 9th International Conference on Radioactive Waste Management and Environmental Remediation. ASMEDC, 2003. http://dx.doi.org/10.1115/icem2003-4861.

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The Southern Storage Area at UKAEA’s Harwell site was used from the late 1940’s through until the late 1980’s for the storage, packaging and disposal of various radioactive and chemical wastes. These included beryllium-contaminated wastes arising primarily from the decommissioning of redundant beryllium fabrication facilities. The latter were buried in five unlined, shallow trenches, each being ∼40–50 m long by 6 m wide and 3–4 m deep. An environmental assessment identified three feasible options for the future of these “Beryllium” Pits. These were full excavation with removal of their contents and surroundings, capping and long-term care and maintenance. These options were studied more extensively to select the best practicable environmental option (BPEO), which was excavation. This paper describes in detail the characterisation and remediation approaches used in identifying, planning and successfully implementing that option. It also compares the actual waste arisings in nature, form and quantities with the expectations from the characterisation investigations. At the project commencement limited information existed from records and past trial pitting on the form and contents of the pits. Thus much more extensive characterisation was necessary to determine their dimensions, identify waste types, volumes and disposal routes and quantify potential hazards for any excavations. The characterisation programme involved planning, setting up a site infrastructure, site clearance, non-intrusive surveying and intrusive characterisation by coring. The pit areas and their immediate surroundings were monitored for radiological contamination, followed by geophysical surveys using magnetometry and ground penetrating radar. Primary and secondary containment systems were then constructed over the pits before coring, sampling and analysis on a predefined grid. There was significant beryllium contamination in all pits with some limited contamination by heavy metals, including mercury, and radionuclides. There were also trace levels of volatile organic solvents. These data provided the basis for planning the remediation. The remediation was successfully undertaken to achieve as a minimum a set of remediation targets for residual chemical and radioactive contamination. These targets were determined from site-specific risk assessments, best practice and waste limits. Each pit was remediated within a sealed and ventilated primary containment inside a secondary weatherproof containment building. A horizontal mining approach was adopted to pit excavation with a small excavator initially placed in a launch pit constructed immediately outside the pit. The excavator worked along the pit removing thin layers of waste from an inclined face ahead of it. The waste was placed into bags on trolleys on rails. It was removed via a posting port. After removal of all of the contents and hazardous materials, the containment was removed. Any further excavation required to meet the remediation targets was undertaken in bulk in the open. After verification sampling the remediation was completed by inserting a low permeability barrier of clay and a bentonite geotextile into the base of the pit and backfilling with compacted clean soil. The remediation was completed with successful achievement of all remediation criteria and minimal impacts on the operators, public and environment.
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Reports on the topic "Route surveying"

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Desa, Hazry, Muhammad Azizi Azizan, Zainudin Hat, Muhammad Safwan Suhaimi, and Noor Zulaiha Ramli. ASSESSING THE ACCURACY AND RELIABILITY OF UNMANNED AERIAL VEHICLE (UAV) SURVEY DATA FOR ROAD PROFILE TESTING: A COMPARATIVE STUDY WITH LAND SURVEY. Penerbit Universiti Malaysia Perlis, 2023. http://dx.doi.org/10.58915/techrpt2023.005.

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This feasibility study report outlines the research findings and recommendations for implementing the use of Unmanned Aerial Systems (UAS) for route surveying. The study was conducted with the support of IP Fokus Sdn. Bhd. research grant to determine the feasibility of UAS as an alternative solution for the route surveying process. The primary objective of this study is to evaluate the potential of UAS in improving the efficiency and accuracy of route surveying tasks. To achieve this objective, we conducted a comprehensive literature review on the current practices and technologies used in route surveying. The report provides an overview of the research methodology, data analysis, and findings. The recommendations presented in this report are based on a thorough evaluation of the data collected and analysis conducted. The findings of this study provide valuable insights into the potential benefits of using UAVs in route surveying and highlight some of the challenges and limitations that need to be addressed.
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