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9781401809614

Landscape Surveying

by
  • ISBN13:

    9781401809614

  • ISBN10:

    1401809618

  • Edition: 1st
  • Format: Paperback
  • Copyright: 2003-07-14
  • Publisher: CENGAGE Delmar Learning
  • View Upgraded Edition

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Summary

For professionals in agricultural mechanics, agricultural engineering or technology, it is also useful in landscape architecture and forestry programs as well as a reference for secondary agricultural instructors, this book presents the fundamentals of surveying. The principles and methods of surveying are used by many occupations ranging from simple, visual determination of a difference in elevation to more complex use of topographic maps, property boundaries, and the more precise measuring of distances and angles without assuming advanced math or engineering skills. This book helps readers determine which method is most suitable to a variety of projects.

Table of Contents

1 Principles of Land Measurement and Surveying 1(16)
Introduction
2(1)
What is Surveying?
2(1)
History of Surveying
2(2)
Surveying Terms
4(5)
Oblate Spheroid
4(1)
Ellipsoid
4(1)
Level
4(1)
Level Surface
5(1)
Difference between a Plane and a Level Surface
5(1)
Vertical Lines
5(1)
Vertical Plane
5(1)
Horizontal Lines
5(1)
Horizontal Plane
6(1)
Horizontal Distance
6(1)
Angle
6(1)
Horizontal Angle
7(1)
Vertical Angle
7(1)
Benchmark
7(1)
Elevation
7(1)
Difference in Elevation
8(1)
Backsight
8(1)
Foresight
8(1)
Turning Point
8(1)
Common Surveying Methods
9(1)
Geodetic Surveying
9(1)
Plane Surveying
9(1)
Common Types of Surveys
9(3)
Distance Measurement
9(1)
Angle Measurement
10(1)
Differential Surveys
10(1)
Profile Surveys
10(1)
Topographic Surveys
10(1)
Property Surveys
10(1)
Construction Surveys
11(1)
Traverse
11(1)
Data Use
12(1)
Accuracy and Precision
12(1)
Field Notes
13(1)
Field Books
14(1)
Error and Error Control
14(1)
Random Error
14(1)
Systematic Errors
15(1)
Summary
15(1)
Student Activity
16(1)
2 Equipment 17(21)
Introduction
18(1)
Categories of Equipment
18(1)
Distance-Measuring Equipment
18(1)
Instruments for Measuring Angles and Elevations
18(1)
Accessories
18(1)
Equipment for Measuring Distance
18(3)
Tapes and Chains
18(3)
First Foot Graduated Tapes
19(1)
Extended Foot Tape
19(1)
Fully Graduated Tape
20(1)
Using Surveyor's Chains
20(1)
Odometer Wheel
21(1)
Rangefinder
21(1)
Optical Rangefinder
21(1)
Using an Optical Rangefinder
21(1)
Electronic Rangefinder
22(1)
Electronic Distance Measuring
22(1)
Laser Rangefinder
22(1)
Advantages and Disadvantages of EDMs
23(1)
Equipment for Measuring Angles and Elevations
23(6)
Hand Levels
23(1)
Abney Level
24(1)
Using an Abney Level
24(1)
Dumpy Level
24(2)
Using the Dumpy Level
24(1)
Leveling a Four-Legged Instrument
25(1)
Adjusting for Parallax
25(1)
Automatic Level
26(1)
Laser Levels
26(1)
Transits
27(1)
Using a Transit
27(1)
Vernier Scales
27(1)
Other Instruments
28(1)
Electronic Transits
28(1)
Construction Transit
28(1)
Theodolite
28(1)
Total Station
28(1)
Accessories
29(6)
Pins
29(1)
Field Book
29(2)
Standard Field Book Format
30(1)
Rod
31(2)
Direct Reading a Rod
32(1)
Indirect Rod Reading
32(1)
Extending the Rod
32(1)
Using a High Rod
32(1)
Reading a Rod
32(1)
Target
33(1)
Range Poles
34(1)
Stakes/ Flags
34(1)
Surveyor's Nails
34(1)
Plumb Bob
34(1)
Two-Way Radios
35(1)
Summary
35(1)
Student Activity
35(3)
3 Rectangular System of Land Identification 38(11)
Introduction
39(1)
Metes and Bounds
39(8)
Rectangular System of Land Measurement
39(2)
Initial Point
40(1)
Latitude and Longitude
40(1)
Baseline
41(1)
Principle Meridian
42(1)
Standard Parallel
43(1)
Guide Meridians
43(1)
Convergence
44(1)
Quadrangle
44(1)
Townships
44(1)
Sections
44(7)
Parts of a Section
45(1)
Lots
46(1)
Student Activity
47(2)
4 Distance Measuring 49(12)
Introduction
50(1)
Selecting the Best Method
50(1)
Horizontal and Slope Distance
51(1)
Difference in Elevation
51(1)
Percent Slope
51(1)
Vertical Angle
51(1)
Equipment for Measuring Distance
52(6)
Pacing
52(1)
Limitations of Pacing
53(1)
Chaining
53(2)
Chaining Slope Distance
53(1)
Chaining True Horizontal Distance
54(1)
Measuring Less Than a Full Chain
54(1)
Breaking Chain
54(1)
Chaining Errors
54(1)
Limitations of Chaining
55(1)
Odometer Wheel
55(1)
Advantages and Disadvantages of Odometer Wheels
56(1)
Distance by Stadia
56(2)
Instrument Factor
56(1)
Measuring Distance by Stadia
56(2)
Half-Stadia
58(1)
Advantages of Stadia
58(1)
Disadvantages of Stadia
58(1)
Correction Factors
58(2)
Calibrating an Odometer Wheel
59(1)
Summary
60(1)
Student Activity
60(1)
5 Differential Leveling 61(16)
Introduction
62(1)
Leveling
62(1)
Leveling with an Instrument
63(2)
Reference Line
64(1)
Reference Plane
64(1)
Balancing the sights
65(1)
Differential Leveling
65(10)
Comparing Points
66(1)
Establishing Benchmarks
66(1)
Turning Points
66(3)
Differential Example
69(1)
Differential Data Table
69(1)
Three Checks for Error
70(2)
Closing the Loop
70(2)
Note Check
72(1)
Allowable Error of Closure
72(1)
Differential Leveling Example
72(3)
Summary
75(1)
Student Activity
76(1)
6 Profile Leveling 77(11)
Introduction
78(1)
Intermediate Foresights
78(3)
Error Control with Intermediate Foresights
79(1)
Three-Wire Leveling
79(1)
Double Reading
79(1)
Plunging the Telescope
80(1)
Selecting Intermediate Foresights
80(1)
Defining Man-Made and Natural Features
81(1)
Station Identification
82(1)
Profile Leveling
82(4)
Profile Benchmarks
82(1)
Profile Example
83(1)
Plotting Profile Data
84(1)
Plotting the Profile
84(1)
Profiles with Angles
85(1)
Summary
86(1)
Student Activity
87(1)
7 Angles 88(23)
Introduction
89(1)
Angles
89(1)
DD and DMS
89(1)
Adding and Subtracting with DMS
89(1)
Converting between DD and DMS
90(1)
Manual Conversion between DD and DMS
90(1)
Horizontal and Vertical Angles
90(1)
Horizontal Angle
90(1)
Vertical Angle
90(1)
Deflection Angle vs. Interior Angle
91(1)
Direct and Indirect Methods of Measuring Angles
91(13)
Indirect Methods of Measuring Angles
91(7)
Chord Method for Laying out a 90-Degree Angle
92(1)
Procedure for Chord Method
92(1)
String Chord Method for Establishing a 90-Degree Angle
92(1)
3-4-5 Method for Laying out a 90-Degree Angle
93(1)
Procedures for 3-4-5 Method with One Tape
93(1)
Procedures for 3-4-5 Method with Two Tapes
94(1)
Tape-Sine Method for Laying out and Measuring Angles
94(4)
Trigonometric Functions
94(1)
Selecting the Right Trig Functions
95(1)
Procedure for Laying out an Angle using the Tape-Sine Method
96(1)
Procedure for Measuring an Existing Angle with Tape-Sine
97(1)
Direct Methods of Measuring of Angles
98(14)
Centering the Instrument
98(1)
Example of Centering Error
98(1)
Procedures for Centering an Instrument
99(1)
Zero Setting the Instrument
99(1)
Aligning the Instrument on the Backsight
100(1)
Turning the Angle
100(1)
Recording the Angle
100(12)
Determining the Least Count
101(1)
Least Count of Vernier Angle Scales
101(2)
Reading Double Verniers
103(1)
Azimuths and Bearings
104(2)
Azimuths
106(1)
Bearings
106(1)
Converting Azimuths and Bearings
106(3)
Summary
109(1)
Student Activity
110(1)
8 Topographical Surveying 111(28)
Introduction
112(1)
Topographic Maps
112(2)
Topographic Map Symbols
112(1)
Contour Lines
112(2)
Characteristics of Contour Lines
112(2)
Collecting Information for Topographic Maps
114(3)
Map Scales
115(1)
Number of Stations
115(1)
Determining the Number of Stations
115(1)
Instrument Site
116(1)
Control Point
116(1)
Interpolating
117(1)
Interpolating for a Grid
117(1)
Interpolating Example
118(1)
Interpolating for Angle and Distance Surveys
118(1)
Types of Topographic Surveys
118(5)
Topographical Survey by Grid
119(1)
Spot Elevations
119(1)
Data Table
120(1)
Grid Spacing
120(1)
Topographical Survey by Angle and Distance
121(2)
Angle and Distance Example
122(1)
Measuring Angle and Distance
122(1)
Data Table for Sample Problem
122(1)
Drawing Topographic Maps
123(1)
Hand-Drawing Maps
123(1)
Mapping Supplies
123(1)
Topographic Maps by Grid
123(1)
Drawing Contour Lines
123(1)
Sample Problem-Topographic by Grid
124(4)
Conceptualizing a Map
124(1)
Paper Size and Scale
125(1)
Drawing the Map
125(1)
Sheet One
125(1)
Sheet Two
126(2)
Profile Graph from Topographic Map
128(3)
Drawing a Profile by Determining Values
131(1)
Determining Stations
131(1)
Example of a Profile by Determining Distance and Elevation
132(3)
Drawing a Profile by Transferring the Information
135(2)
Summary
137(1)
Student Activity
138(1)
9 Traverse Surveys 139(15)
Introduction
140(1)
Selecting Precision
140(1)
Open and Closed Traverses
140(1)
Open Traverse
140(1)
Closed Traverse
140(1)
Balancing a Traverse
141(6)
Balancing a Closed Traverse Using Compass Rule
141(6)
Collecting Data
142(1)
Summing the Angles
142(1)
Balancing the Angles
142(1)
Balancing Angles
143(1)
Balancing Angles by Averaging
143(1)
Converting Angles to Bearings Using Compass Rule
143(2)
Law of Parallel Lines
144(1)
Determining Latitudes and Departures
145(1)
Balancing Latitudes and Departures
145(1)
Sorting the Latitudes and Departures
146(1)
Determining Latitudes and Departure Error
146(1)
Correcting the Latitudes and Departures
146(1)
Calculating Correct Distances
146(1)
Traverse Sample Problem
147(5)
Balancing Angles
147(1)
Significiant Figures When Converting Angles
147(1)
Bearing for Sample Problems
148(1)
Balancing Latitudes and Departures
149(1)
Calculating Latitudes
149(1)
Calculating the Departures
150(1)
Determining Corrected Distances
151(1)
Summary
152(1)
Student Activity
153(1)
10 Global Positioning systems 154(11)
Introduction
155(1)
GPS History
155(1)
Global Positioning systems
155(1)
Space Segment
155(1)
Control Segment
156(1)
User Segment
156(1)
Latitude and Longitude
156(2)
Latitude
156(1)
Longitude
157(1)
Universal Transverse Mercator
158(2)
Positioning
160(2)
Triangulation
160(1)
Trilateration
160(2)
Determining Distance
162(1)
Pseudorandom Noise
162(1)
Sources of GPS Error
162(1)
Surveying with GPS
162(1)
Differential GPS (DGPS)
162(1)
Carrier Phase GPS
163(1)
Wide Area Augmentation System
163(1)
Summary
163(1)
Student Activity
163(2)
APPENDIX: Graphing Tips 165(4)
Introduction
166(1)
Steps in Drawing a Graph
166(3)
Glossary 169(6)
Index 175

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