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Examples on Tape Corrections - Errors in Chain Surveying, Surveying and Levelling | Surveying and Levelling Notes- Agricultural Engg - Agricultural Engineering PDF Download

Examples on Tape Corrections

Examples 1: - A line was measured with a steel tape which was exactly 
30m long at 18oC and found to be 452.343 m.  The temperature during measurement 
was 32oC.  Find the true length of the line.  Take coefficient of expansion of the tape  per  oC=0.0000117.

            Temperature correction per tape length = Ct

                                  = α  (Tm - To) l

Here     l = 30 m:  To =18oC; Tm = 32oC;

            α = 0.0000117

            ~          Ct = 0.0000117 (32-18) 30

                            = 0.004914 m (+ ve)

Hence the length of the tape at 32oC = 30 + Ct

                                   = 30 + 0.004914 = 30.004914 m.

            Now true length of a line = L’ / L x its measured length.

L = 30 m: L’ = 30.004914 m; measured length = 452.343 m.

~ True length = 30.004914 / 30 x 452.343 = 452.417 m.

Example 2: - A line was measured with a steel rape which was exactly 30 m 
at 18oC and a pull of 50 N and the measured length was 459.242 m.  Temperature during measurement was 28oC and the pull applied was 100 N.  The tape was uniformly supported during the measurement.  Find the true length of the line if the cross-sectional area of the tape was 0.02 cm2, the coefficient of expansion 
per oC = 0.0000117 and the modulus of elasticity = 21 x 106 N per cm2.

Temperature

            Correction per tape length                                = α ( (Tm – To)L

                                                                                    = 0.0000117 x (28 -18) 30

                                                                                    = 0.00351 m (+ ve)

            Sag correction per tape length                          = 0

            Pull correction per tape length                         = (P- Po)L / AE

                                                                                    = (100 – 50)30 / 0.02 x 21 x 106    

                                                                                    = 0.00357 m (+ve)

            ~ Combined correction                                    = 0.00351 + 0.00357 m.

                                                                                    = 0.00708 m

            True length of tape                                           = 30.00708 m

            True length of the line                                      = 30.00708 / 30 x 459.242

                                                                                    = 459.350 m.

Example 3: - A 50 m tape is suspended between the ends under a pull of 
150 N.  The mass of the tape is 1.52 kilograms.  Find the corrected length of the tape.

            Correction for sag                                            = Cs = l1 (Mg)2 / 24 P2

                 l= 50 m; M = 1.52 kilograms; P = 150 N.

                        ~ Cs = 50 x (1.52 x 9.81)2 / 24 x 1502 = 0.0206 m.

            ~ Corrected length of the tape                          = l – Cs

                                                                                    = 50 – 0.0206

                                                                                    = 49.9794 m.

Example 4: - The downhill end of the 30 m tape is held 80 cm too low.  What is the horizontal length?

            Correction for slope = h2 / 2l

            Here h = 0.8 m; l = 30 m

            ~ The required correction                                = 0.82 / 2 x 30 = 0.0167 m.

Hence the horizontal length                                         = 30 – 0.0167

                                                                                    = 29.9833 m

Example 5: - A 100 m tape is held 1.5 m out of line.  What is the true length?

            Correction for incorrect alignment                   = d2 / 2l ( - ve)

            Here d = 1.5 m; l = 100 m.

            ~ Correction = 1.52 / 2 x 100 = 0.011 m.

            ~ True length = 100 – 0.011 = 99.989 m.

The document Examples on Tape Corrections - Errors in Chain Surveying, Surveying and Levelling | Surveying and Levelling Notes- Agricultural Engg - Agricultural Engineering is a part of the Agricultural Engineering Course Surveying and Levelling Notes- Agricultural Engg.
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FAQs on Examples on Tape Corrections - Errors in Chain Surveying, Surveying and Levelling - Surveying and Levelling Notes- Agricultural Engg - Agricultural Engineering

1. What are some common errors in chain surveying and how can they be corrected?
Ans. Common errors in chain surveying include incorrect measurement, sag in the chain, and misalignment of the chain. These errors can be corrected by ensuring proper tension in the chain, using plumb bobs to align the chain, and re-measuring any questionable distances.
2. What are the different types of errors in surveying and how can they be minimized?
Ans. There are several types of errors in surveying, including instrumental errors, natural errors, and personal errors. These errors can be minimized by calibrating and maintaining surveying instruments, using appropriate statistical methods to account for natural errors, and employing rigorous training and quality control measures to reduce personal errors.
3. How does levelling contribute to agricultural engineering?
Ans. Levelling plays a crucial role in agricultural engineering by ensuring proper drainage, irrigation, and land management. It helps in creating a slope for effective water flow, designing irrigation systems, and planning terraces or contour farming. Levelling also aids in determining the elevation of different points on the agricultural land, which is essential for accurate mapping and assessment of the terrain.
4. What are the key steps involved in levelling a piece of agricultural land?
Ans. The key steps in levelling agricultural land include setting up the levelling instrument, determining a benchmark or reference point, establishing intermediate points, taking readings on each point, calculating the height differences, and finally, adjusting the land surface accordingly. This process ensures a more uniform and suitable terrain for agricultural activities.
5. What are some frequently encountered challenges in surveying and levelling agricultural land?
Ans. Some common challenges in surveying and levelling agricultural land include dealing with uneven terrain, accounting for vegetation or crops that obstruct measurements, and managing large areas of land. Additionally, weather conditions such as rain or fog can affect visibility during the surveying process. To overcome these challenges, advanced surveying techniques such as GPS or remote sensing can be employed, and careful planning and coordination with agricultural activities are necessary.
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