Main entry:

Bell, Frank, 1930-

Title & Author:

Surveying and setting out procedures / Frank Bell.

Publication:

Description:

xi, 276 pages : illustrations ; 25 cm

Notes:
Spine title: Surveying & setting out procedures.
Includes bibliographical references (page 269) and index.
1. General responsibilities of a land surveyor -- 1.1. Overall responsibility -- 1.2. Site knowledge -- 1.3. Care of personnel -- 1.4. Care and security of equipment -- 1.5. Checks -- 1.6. Accuracy -- 2. Levelling -- 2.1. Levelling definitions -- 2.2. The level staff -- 2.3. Techniques to increase the accuracy of level readings -- 2.4. Levelling principles -- 2.5. Level booking using the rise and fall method -- 2.6. Height of instrument or height of collimation method -- 2.7. Method of checking arithmetic and the accuracy of the levelling -- 2.8. The modern surveying telescope -- 2.9. Lines of sight of optical levels -- 2.10. Surveying levels -- 2.11. The two peg test used to measure the collimation error of a level -- 2.12. Correction of collimation errors -- 2.13. Contouring -- 2.14. Methods of contouring -- 2.15. Grid levels and contours -- 2.16. Levelling used to determine heights of sight rails to control the gradient of a drain or sewer -- 2.17. Curvature and refraction errors -- 2.18. Precise levelling -- 3. Angle measurement -- 3.1. The basic theodolite -- 3.2. Types of theodolite -- 3.3. Classification of modern theodolites by angle reading system -- 3.4. Classification of modern theodolites by precision -- 3.5. Temporary adjustments of a theodolite -- 3.6. Setting up above stations -- 3.7. The face of a theodolite -- 3.8. Measurement of horizontal angles using a theodolite -- 3.9. Vertical angles -- 3.10. Booking procedures
3.11. Types of angle reading device -- 3.12. Theodolite adjustments -- 3.13. Field methods used to reduce the effects of theodolite permanent errors -- 3.14. Care of theodolites and accessories -- 4. Distance measurement -- 4.1. Distance measurement by tape -- 4.2. Building Research Establishment findings -- 4.3. Reasons for inaccuracies in tape measurements -- 4.4. Base line measurement -- 4.5. Optical distance measurement -- 4.6. Use of tacheometric tables -- 4.7. Subtense bar -- 4.8. Subtense bar calculations -- 4.9. Diagram tacheometers -- 4.10. Optical wedge system -- 4.11. The teletop -- 4.12. Wave theory and electromagnetic distance measurement -- 4.13. Basic electronic limitations -- 4.14. Methods of modulation -- 4.15. The basic principles of electromagnetic distance measurement -- 4.16. Classification of electromagnetic distance measurement equipment -- 4.17. Microwave instruments -- 4.18. Visible light instruments -- 4.19. Infra-red instruments -- 4.20. Problems, errors and corrections -- 4.21. Use of electromagnetic distance measurement in practical situations -- 4.22. Typical ranges and accuracies in distance measurement -- 5. Systems involving lasers and electromagnetic beams -- 5.1. Laser beams used in surveying -- 5.2. Levelling using layers -- 5.3. Laser control of pipe laying -- 5.4. Lasers used in construction -- 5.5. Electronic tacheometers -- 5.6. Basic systems -- 5.7. The total station -- 5.8. Distance measurement features
5.9. Angle measurement features -- 5.10. Microprocessors -- 5.11. Information collection -- 5.12. Field data loggers -- 5.13. Basic types of data logger -- 5.14. The influence of data loggers in surveying -- 5.15. General recommendations for the practical application of lasers and electromagnetic beams -- 6. National control -- 6.1. The national projection and national grid -- 6.2. The national projection -- 6.3. True north, magnetic north and grid north -- 6.4. Convergence of the meridians -- 6.5. The national grid and local scale factors -- 6.6. Use of national grid for distant stations -- 6.7. Using the national grid for map numbering -- 6.8. Using the national grid for grid or map reference -- 6.9. National surveying control systems -- 6.10. Triangulation, trilateration and triangulateration -- 7. The traverse -- 7.1. Traverse control -- 7.2. Traverse bearings basic theory -- 7.3. Calculation of coordinates -- 7.4. Traverse adjustment -- 7.5. Precision in traverse work -- 7.6. Methods used to increase accuracy in traverse work -- 7.7. Recent developments in traverse work -- 8. Local control -- 8.1. Level control using bench marks -- 8.2. Level checks and adjustments -- 8.3. Probable values for a level network -- 8.4. Use of least squares method to find the most probable values -- 8.5. Methods of ensuring vertical alignment -- 8.6. Vertical alignment of tall buildings -- 8.7. Practical alignment of tall buildings -- 8.8. Verticality of old buildings
9. Setting out -- 9.1. Preparation for site work -- 9.2. Use of lines in setting out -- 9.3. Setting out using coordinate mathematics of a simple grid -- 9.4. Setting out a building with known coordinates using theodolites set up on stations with corrected coordinates -- 9.5. Considerations on the setting out of domestic buildings -- 9.6. Practical setting out of domestic buildings -- 9.7. Use of profiles for control of domestic buildings -- 9.8. Practical setting out of modular prefabricated building -- 9.9. The control of holding down bolts for steel structures -- 9.10. The positioning of holding down bolts for steel structures -- 9.11. Procedures for the positioning of holding down bolts -- 9.12. Practical setting out of sewers -- 9.13. Setting out of pipes using the laser -- 9.14. Difficulties experienced when setting out piles -- 10. Curve ranging -- 10.1. Circular curves: basic geometry and definitions -- 10.2. Setting out circular curves using one theodolite -- 10.3. Other methods of setting out circular curves -- 10.4. Practical problems in setting out circular curves -- 10.5. Superelevation design for highway curves -- 10.6. Academic theory leading to transitional curve design -- 10.7. Practical setting out of curves derived from academic theory -- 10.8. Factors governing the length of a transition curve -- 10.9. Shift and its effects on transition curves -- 10.10. Angles consumed by a circular curve with transitions
10.11. Simplified method of designing circular curves with transitions -- 10.12. The method of calculation for circular curves with transitions for larger values of [phi] -- 10.13. The procedures adopted for setting out a circular curve with transitions employing the tabular method -- 10.14. Simple parabolic vertical curve design -- 10.15. Mathematical formula for the lengths of vertical curves -- 10.16. Use of road data in DTp 'Highway Link Design' Standard TA/43/84 for the design of vertical curves -- 11. Tunnelling -- 11.1. Lining in a tunnel at surface level -- 11.2. Establishing the line of the tunnel at a lower level -- 11.3. Methods used in transferring traverses at the surface to traverses down the shaft -- 11.4. Setting out within the tunnel -- 11.5. Setting out of tunnels using lasers -- 12. Setting out of roads -- 12.1. Main line setting out -- 12.2. Traditional method -- 12.3. Coordinate method -- 12.4. Setting out boundaries and fences -- 12.5. Controlling earth moving operations -- 12.6. Setting out of batter rails for cuttings where stake and line of cut coincide -- 12.7. Setting out of batter rails for cuttings where stake and line of cut do not coincide -- 12.8. Setting out of batter rails for embankments -- 12.9. Setting out of batter rails for embankments where stake and line of sight do not coincide -- 12.10. Vertical control of road works -- 12.11. Sequence of setting out cut locations -- 12.12. Sequence of setting out fill locations -- 12.13. Second stage profiles
12.14. Setting out drainage for roads -- 12.15. Setting out sequence for profiling a filter/carrier drain -- 12.16. Drainage connections and other considerations -- 12.17. Setting out kerb lines -- 12.18. Practical setting out from traverse stations -- 12.19. Establishing the precise position of intersection at ch.950 north channel -- 12.20. Setting out procedure: running the line -- 12.21. Setting out procedure: pinning the line -- 12.22. 'Tie ins' -- 12.23. Constructing the footway -- 12.24. Simple block ups with straight cross-fall -- 12.25. Complex block ups -- 12.26. Block ups at roundabout locations.
Also issued online.
Current Copyright Fee: GBP28.00 0.
Dust jacket.

Summary:

"Here is an up to date, practical, guide to land surveying and setting out procedures for civil engineering and building site technicians and qualified engineers. This work outlines the theories behind many procedures in setting out buildings and other construction works, including roads, sewers, tunnels and all kinds of curves, horizontal and vertical." "Modern equipment and techniques such as laser beams, infra-red and microwave instruments are dealt with alongside other more traditional methods currently used in best practice. Modern data recording methods such as micro-processors and loggers are also covered." "Numerous diagrams are included to illustrate the text and fully worked examples show how to apply the techniques discussed." "By combining details of work for land surveying and setting out for construction, the author aims to provide a comprehensive volume for everyone using levels, theodolites and tapes, and their latest counterparts. Such intrinsically connected topics as care of the surveyor's equipment by surveyors and their need to appreciate the legal and other requirements in working on sites are fully covered."--BOOK JACKET.

ISBN:

0566090511
9780566090516
1856284360
9781856284363
1856284360

Subject:

Surveying.
Arpentage.

Holdings:

Location: Library main 17635
Call No.: ID PLS TA545.B46; ID:93-B1073
Status: Available