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Equipments & Procedure for Plotting - Chain Surveying, Surveying and Levelling | Surveying and Levelling Notes- Agricultural Engg - Agricultural Engineering PDF Download

9. CONVENTIONAL SYMBOLS

In a map the objects are shown by symbols and not by names. So the surveyor should know the following standard conventional symbols for some common objects.

EQUIPMENTS FOR PLOTTING

1. Drawing board (normal size – 1000 mm x 700 mm)

2. Tee-square

3. Set-square (450 and 600)

4. Protractor

5. Cardboard scale – set of eight

6. Instrument box

7. French curve

8. Offset scale

9. Drawing paper of good quality (normal size – 880 mm x 625 mm)

10. Pencils of good quality – 2 H, 3 H or 4 H

11. Eraser (rubber) of good quality

12. Board clips or pins

13. Ink (Chinese ink or Indian ink) of required shade

14. Colour of required shade

15. Inking pen (or Hi-tech pen) and brushes

16. Handkerchief, knife , paperweight, etc.

17. Mini drafter

10. PROCEDURE OF PLOTTING

1. A suitable scale is chosen so that the area can be accommodated in the space available on the map.

2. A margin of about 2 cm from the edge of the sheet is drawn around the sheet.

3. The title block is prepared on the right hand bottom corner.

4. The north line is marked on the right-hand top corner, and should preferably be vertical. When it is not convenient to have a vertical north line, it may be inclined to accommodate the whole area within the map. 
5. A suitable position for the base line is selected on the sheet so that the whole area along with all the objects it contains can be drawn within the space available in the map.

6. The framework is completed with all survey lines, check lines and tie lines. If there is some plotting error which exceeds the permissible limit, the incorrect lines should be resurveyed.

7. Until the framework is completed in proper form, the offsets should not be plotted.

8. The plotting of offsets should be continued according to the sequence maintained in the field book.

9. The main stations, substations, chain line, objects, etc. should be shown as per standard symbols

10. The conventional symbols used in the map should be shown on the right-hand side.

11. The scale of the map is drawn below the heading or in some suitable space. The heading should be written on the top of the map.

12. Unnecessary lines, objects etc. should be erased.

13. The map should not contain any dimensions.

Inking of the map

The inking should be begun from the left-hand-side towards the right-hand-side, and from the top towards the bottom.

Colouring of the map

In general, colour washing of engineering survey maps is not recommended. However, if it is necessary, the colour shades should be very light, and according to the colour conventions. The colouring should also be started from the left-hand-side towards the right and from the top towards the bottom.

11 CROSS-STAFF AND OPTICAL SQUARE

A. Cross-staff

The cross-staff is a simple instrument for setting out right angles. There are three types of cross-staves.

  1. Open
  2. French
  3. Adjustable

The open cross-staff is commonly used.

Open cross-staff

The open cross-staff consists of four metal arms with vertical slits. The two pairs of arms (AB and BC) are at right angles to each other. The vertical slits are meant for sighting the object and the ranging rods. The crossstaff is mounted on a wooden pole of length 1.5m and diameter 2.5 cm. The pole is fitted with an iron shoe.

For setting out a perpendicular on a chain line, the cross-staff is held vertically at the approximate position. Suppose slits A and B are directed to the ranging rods (R, R1) fixed at the end stations. Slits C and D are directed to the object (O). Looking through slits A and B, the ranging rods are bisected. At the same time, looking through slits C and D, the object O is also bisected. To bisect the object and the ranging rods simultaneously, the cross staff may be moved forward or backward along the chain line

B. Optical Square

An optical square is also used for setting out right angles. It consist of a small circular metal box of diameter 5 cm and depth 1.25 cm. It has a metal cover which slides round the box to cover the slits. The following are the internal arrangements of the optical square.

1. A horizon glass H is fixed at the bottom of the metal box. The lower half of the glass is unsilvered and the upper half is silvered.

2. A index glass I is also fixed at the bottom of the box which is completely silvered.

3. The angle between the index glass and horizon glass is maintained at 450.

4. The opening ‘e’ is a pinhole for eye E, ‘b’ is a small rectangular hole for ranging rod B, ‘P’ is a large rectangular hole for object P.

5. The line EB is known as horizon sight and IP as index sight.

6. The horizon glass is placed at an angle of 1200 with the horizon sight. The index glass is placed at an angle of 1050 with the index sight.

7. The ray of light  from P is first reflected from I, then it is further reflected from H, after which it ultimately reaches the eye E

Principle

According to the principle of reflecting surfaces, the angle between the first incident ray and the last reflected ray is twice the angle between the mirrors. In this case, the angle between the mirrors is fixed at 450. So, the angle between the horizon sight and index sight will be 900.

Setting up the perpendicular by optical square

  1. The observer should stand on the chain line and approximately at the position where the perpendicular is to be set up.
  2. The optical square is held by the arm at the eye level. The ranging rod at the forward station B is observed through the unsilvered portion on the lower part of the horizon glass.
  3. Then the observer looks through the upper silvered portion of the horizon glass to see the image of the object P.
  4. Suppose the observer finds that the ranging rod B and the image of object P do not coincide. The he should move forward or backward along the chain line until the ranging rod B and the image of P exactly coincide
  5. At this position the observer marks a point on the ground to locate the foot of the perpendicular.
The document Equipments & Procedure for Plotting - 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 Equipments & Procedure for Plotting - Chain Surveying, Surveying and Levelling - Surveying and Levelling Notes- Agricultural Engg - Agricultural Engineering

1. What are the main equipments used for chain surveying?
Ans. The main equipments used for chain surveying are a chain, ranging rods, arrows, a measuring tape, a compass, and a theodolite (for angular measurements).
2. What is the procedure for chain surveying?
Ans. The procedure for chain surveying involves the following steps: 1. Setting up the main survey station. 2. Taking linear measurements using the chain and measuring tape. 3. Taking angular measurements using a compass or theodolite. 4. Marking the survey points on the ground using ranging rods and arrows. 5. Plotting the survey points on a map or drawing sheet to create a detailed plan or map.
3. What is the importance of surveying in agricultural engineering?
Ans. Surveying plays a crucial role in agricultural engineering as it helps in designing and implementing various agricultural projects. It helps in determining the topography of the land, identifying suitable locations for irrigation systems, drainage systems, and farm structures. Surveying also helps in land leveling, soil testing, and mapping the boundaries of agricultural fields.
4. Can chain surveying be used for large-scale agricultural projects?
Ans. Chain surveying is commonly used for small to medium-scale agricultural projects. However, for large-scale projects, such as extensive irrigation systems or land development projects, more advanced surveying techniques like GPS surveying or total station surveying are preferred. These techniques offer higher accuracy and efficiency in data collection.
5. What are the common challenges faced in surveying and leveling in agricultural engineering?
Ans. Some common challenges faced in surveying and leveling in agricultural engineering include: 1. Dealing with uneven terrains and difficult ground conditions. 2. Ensuring accurate measurements in large-scale projects. 3. Incorporating natural features like rivers, hills, and forests into the survey. 4. Managing time constraints and tight project schedules. 5. Maintaining the accuracy of measurements despite weather conditions such as rain or fog.
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