Name

Khunt Kanthan L.

Bavasiya Milan J.

Babariya Chirag H.

Vala Jitu M.

Dabhi Nitin M.

Patel Hetul P.

Shera Parshant

Guided by

- Mr. Shivang Dabhi -Miss Ankita Upadhyay

Enrollment no

130840106018 130840106003 130840106002 130840106063 130840106011 130840106034 130840106059

Roll no

11 16 19 24 12 25 38

 Surveying is the art and sciences of determining of the relative position of different points or stations on the surface of the surface of the earth by measuring the horizontal and vertical distances, angle, and taking in details of this points and by preparing map or plan for the suitable scale.

 Leveling is the branch of surveying which deals with the measurement of the relative highest of different points on or below the surface of the earth.  Surveying include measurements of distance and angles in horizontal and vertical plane and leveling is the measurements of highest in vertical plane.

 Chain, tape, compass, level and theodolite are instruments use for surveying. Surveying fixes the relative position of different points and station on the surface of the earth.

 It also includes measurement of area and volumes.

 Basic aim of surveying is to prepare a map or plan to some scale. It is carried out to fix alignment of road, railway and canal.  It is also useful in selecting the site for the construction of structure.  Electronics total station and Global Positioning System (GPS) are the modern electronic digital instruments for the surveying work.

 Remote sensing and Geographical Information System (GIS) are adopted for Surveying and planning of many civil engineering projects.

 The object of surveying is to prepare a map or plan to show relative position of points or the object on the surface of the earth.  The map or plan is draw to some suitable scale. It shows the boundaries of districts, state and countries too.

 It is also include details of different engineering features such as building, roads, railways, dams, canals etc .

Surveying may be use for the following properties i.

To prepare cadastral map

ii.

iii.

To prepare an engineering map To prepare the contour map

iv.

v.

To prepare military map To prepare geological map, archeological map etc.

 We know that the shape of surface of earth is spherical.

 Thus, the surface is obviously curved. Surveying is primarily divided into two types considering the curvature of earth’s surface .

i.

Plans Surveying ii. Geodetic surveying

 Different between plan surveying and geodetic surveying NO. Plan surveying 1.

2.

3.

4.

5.

6.

The earth surface is considered as a plane surface.

The curvature of earth surface is ignored.

Line joining any two points is considered to be straight. Geodetic surveying The earth surface is considered as a curved surface The curvature of earth surface is taken in account.

Line joining any two points is considered to be curve.

The triangle formed by any three points is considered as a plane triangle.

The triangle formed by any three points is considered as a spherical triangle.

The angle of triangle is considered The angle of triangle is considered as as plane angle.

Carried out for a small area <250km 2 spherical angle.

Carried out for a large area >250km 2

Two basic principles of surveying i.

Always work from the whole to the part ii.

To locate a new station by at least two measurement form fixed reference points

Classification of Surveying

Based on Instrument Based on Methods Based on Purposes Based on nature of field

f.

g.

h.

i.

a.

b.

c.

d.

e.

Chain Survey Compass Survey Chain and Compass Surveying Plane Table Survey Theodolite Survey Tachometry Survey Leveling Survey Photogrammetric Survey EDM Survey

The chain surveying

This is the simplest type of surveying in which only linear measurement are made with a chain or a tape. Angular measurement are not taken.

The compass survey

It has very important and critical application in the military. Aerial surveys are conducted for this purpose. It is conducted to locate strategic positions for the purpose of army operations.

compass chain

It is a graphical method of surveying in which field works and plotting both are done simultaneously

The theodolite survey

In theodolite survey, the horizontal angles are measured with a theodolite more precisely than compass and the linear measurements are made with a chain or a tape.

In theodolite survey, the horizontal angles are measured with theodolite more precisely

A special type of theodolite known as tachometer is used to determine Horizontal and vertical distance indirectly.

This type of survey is used to determine the vertical distances and relative Heights of points with the help of an instrument known as level.

Photogrammetric is the sciences of taking measurement with the help of the photographs taken by aerial camera from the air craft.

In this type of survey, all measurements are made with the help of EDM instrument.

a.

b.

Triangulation Traversing

a.

b.

c.

d.

Geological Survey Mine Survey Archaeological Survey Military Survey

1.

2.

3.

4.

Land survey Hydrographic survey Astronomic survey Aerial survey

One of the basic objectives of surveying is to prepare plans and maps.

 A plan is the graphical representation, to some scale, of the features on, near or below the surface of the earth as projected on a horizontal plane.  The horizontal plane is represented by the plan of the drawing sheet on which the plan is drawn to some scale.

 However, the surface of the earth is curved; it can not be truly represented on a plan without distortion. In plane surveying, the areas involved are small, the earth’s surface may be considered as a plane and hence a plan is constructed by orthographic projections.

If the scale of the graphical projection on a horizontal plane is small, the plane is called a map. Thus graphical representation is called a plan if the scale is large while it is called a map if the scale is small.

It is the basic requirement for the preparation of plans or maps.

Scale is used to represent large distance on paper. The ratio by which the actual length of the object is reduced or increased in the drawing is known as ‘scale’. For an example, if 1 cm on a map represents a distance of 10 meters on the ground, the scale of the map is said to be 1 cm = 10 m.

 The ratio of the distance on the drawing to the corresponding actual length of the object on the ground is known as the representative fraction. i.e.

RF= distance of object on drawing corresponding actual distance of object on ground

 Plain scale  Diagonal scale  Chord scale  Vernier scale