Showing posts with label 2ND SEMISTER NOTE. Show all posts
Showing posts with label 2ND SEMISTER NOTE. Show all posts

Monday, May 6, 2019

Tacheometry - Tacheometric Survey

                 Tacheometry - Tacheometric Survey


INTRODUCTION :

Tacheometry is a piece of investigating where level and vertical partitions are constrained by taking 
Saucy observations with an instrument known as a tacheometer. The securing task is completely abstained from in such an examination. Tacheometric examining is grasped in an unsavory and inconvenient area where direct leveling and mooring are either unreasonable or astoundingly dull. It is in like manner used in zone survey for railways, boulevards, stores, etc. In spite of the way that not outstandingly precise, tacheometric investigating is quick, and a reasonable structure guide can be set up for assessment works inside a short range dependent on such examination.
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What is a Tacheometer?
A tacheometer takes after a standard travel theodolite fitted with stadia wires notwithstanding the focal view. As precision and speed are head, the telescope fitted with a tachometer must satisfy extra necessities. Additionally, the vertical drift ought to be continuously refined. The telescope of the tacheometer is generally longer than that of the Ordinary theodolite and has a higher power of improvement. The article glass is of progressively basic partition over, and the purpose of intermingling structure is of better quality. Tacheometry - Tacheometric Survey, The strengthening force ought not be under 20-25. The reasonable opening ought not be under 3.5-4.5 cm in partition across enabling the getting of an astonishing picture. The extending unsurprising of the instrument (f/I) is routinely kept as 100. Once in a while, an extra pair of views is given so much, that the extending dependable (f/I) is 50. This is utilized for close sight. As the top and base hairs are inspected, approaches might be given by rack-and-pinion to the headway of the eyepiece in the vertical plane. It should be conceivable to take direct readings partly of 5 degrees on the vertical circle.
A Sensitive soul level ought to be fixed on the "underarm." An instrument satisfying the above necessities is utilized in fixed hair technique for stadia investigation. For use in the flexible hair framework for stadia exploring, the above tacheometer will have a substitute sort of stomach. By and large, the fixed focal cross-hair and the vertical hair are loosened up in the stomach plot. The versatile top and base spotlight are mounted on various slides which can be moved by a micrometer screw. The stomach and the slides passing on the stadia wires are orchestrated in various vertical planes to check mileage. Micrometer screws which work the stadia hairs are given arranged heads and drum scales. The drums are divided into 100 sections. Readings might be taken up to 0.001 of the pitch of the screws. This instrument is moreover called a subtense theodolite. Tacheometry - Tacheometric Survey.

Methods of Tachometric Survey:

Different methods are employed in surveying all based on the principle that the horizontal distance, between a station "An" and a staff station "B" can be determined by measuring the angle subtended at point "A" by a known distance at point "B," as well as the vertical angle from point "B" to point "An".


There are generally two approaches to tachometry survey;

1. Stadia System

2. Tangential System


Stadia System of Tacheometry:
The stadia system allows for determining both the distance to the staff station from the instrument station and the elevation of the staff station relative to the line of sight of the instrument using one observation from the instrument station.


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Stadia System

In this system an instrument equipped with a telescope is used, which has two crosshairs positioned above and below its central crosshair.

These additional crosshairs, known as stadia hairs are evenly spaced from the hair.

(1) fixed hair method and,
(2) movable hair method.

Fixed Hair Method:
When observing a staff through this telescope it is assumed that these stadia hairs intercept a length of the staff, which varies depending on the distance, between the instrument and stations.The system where the division, between the strands of hair, in a stadium is fixed is commonly referred to as the "fixed hair procedure."
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Fixed Hair


Movable Hair Method:
In the convenient Hair procedure for tacheometric investigating, the instrument used for taking observations include a telescope fitted with stadia hairs which can be moved and fixed at any detachment from the central hair (inside the limits of the stomach). 

The staff used with this instrument contains two targets (marks) at a fixed partition isolated (state 3.4 mm). 

The Stadia break which is variable for the different spots of the staff is assessed, and the level detachment from the instrument station to the staff station is prepared.
Tangential System of Tacheometric Surveying:
In this course of action of tacheometric considering, two discernments will be principal from the instrument station to the staff station to choose the even partition and the differentiation in the tallness between the line of collimation and the staff station. 

The primary great situation of this procedure is that this diagram can be driven with customary travel theodolite. 

As the customary travel theodolite are more affordable than the complex and logically refined tacheometer, thusly, the diagram will be progressively functional. 

Thusly, as far the diminishing of field notes, partitions and rises are concerned there isn't a lot of complexity between these two systems. 

Regardless, this system is seen as inferior contrasted with the stadia structure in view of the going with reasons and is just every now and then used nowadays. 

This incorporates estimation of two vertical edges, and the instrument may get angers between the two discernments. 

The speed is diminished in view of continuously number of observations and the changes noticeable all around conditions will impact the readings astonishingly. 

The staff used in this methodology resembles the one used in the portable hair procedure for stadi
a investigating. The partition between the goals or vanes may be 3-4 m.

Procedure for Tacheometric Surveying:

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Techeometry

ocuses on the staff cut by the three lines 

a b= I the interval between stadia lines. 

(stomach muscle is the length of the image of AB) 

AB=S=the staff obstruct (the differentiations of the stadia hair readings) 

f= the focal length of thing – glass i.e, the partition between the center (O) to the fundamental community (FG) of the point of convergence. 

u – the level detachment from the optical center (O) to the staff. 

v = the level detachment from the optical center (O) to the image of the staff, u and v being known as the conjugate focal length of the point of convergence. 

d = the level partition structure optical center (O) to the vertical center of the taceometer. 

D = the even partition from the vertical center of the instrument to the staff, 

The consistent f/I is known as the different reliable and its regard is commonly 100, while the predictable (f+d) is known as the additional substance consistent and its regard shifts from 30 cm to 60 cm in case of outside focussing telescope, it is uncommonly small varying from 10 cm to 20 cm and is thusly oftenly dismissed. 

To make the estimation of included substance consistent zero, an extra angled point of convergence, known as anallatic point of convergence, is given in the telescope between the article – glass and eye piece at a fixed partition from past. By this approach, check work is diminished stunningly. 

The condition 10.1 is applicable exactly when the recognizable pathway is level and the staff is held vertical.Tacheometry - Tacheometric Survey..


Tacheometric Survey Watch :






                                   QUESTIONS AND ANSWER



1 A transit theodolite fitted with a stadia diaphragm and anallatic lens is known as
= tacheometer

2 The stadia diaphragm is provided for measuring
= horizontal distance

3 An anallatic lens is provided to make the additive constant equal to
= 0

4 The multiplying constant is denoted by
= f/i

5 The additive constent is denoted by
=f+d

6 The subtense bar is used to measure
= horizontal distance

7 As the distance between the tacheometer and staff increases, the staff intercept by stadia hair
= increases

8 In tangential tacheometry the staff is held
= vertically

9 A stadia diaphragm has
= three cross wires,

10 By using an anallatic lens,
= the additive constant is made

11 The usual value of multiplying constant
= 100


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Thursday, May 2, 2019

Curve Surveying - Types Of Curve

                                 Curve Surveying


INTRODUCTION :
During the review of the arrangement of a task including street or railroads, the course of the line may Change because of some unavoidable conditions. 

The point of the adjustment in course is known as the avoidance edge. For it to be feasible for a vehicle to run effectively along the street or railroad track, the two straight lines are associated by a circular segment which is known as the bend of the street or track. 

At the point when the bend is given in the flat plane , it is known as a level bend.

Definition &Types Of Curve Surveying :

Definition of Curves:
Twists are standard turns given in the lines of correspondence like boulevards, railways, etc and moreover in conduits to accomplish the consistent modify obviously. They are also used in the vertical plane at all movements of assessment to avoid the unexpected distinction in assessment at the apex. 

Curves gave in the level plane to have the consistent adjust in course are known as Horizontal twists, while those gave in the vertical plane to get the dynamic change in assessment are known as vertical twists. Twists are spread out on the ground along within line of the work. They may be indirect or logical.


Types Of Curve

(i) Simple,
(ii) Compound
(iii) Reverse and
(iv) Deviation
(i) Simple Curve :
A fundamental twist involves a lone round portion of a circle interfacing two straights. It has length of a comparative degree all through. In fig. 11.1 T1 D T2 is the essential curve with T1O as its range.
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Simple Curve

(ii) Compound Curve:
A compound twist contains in any event two essential curves having different radii bending a comparative way and lying on a comparative side of the customary deviation. Their spotlights lie on a comparable side of the twist. In fig. 11.2, T1 P T2 is the compound twist with T1O1 and PO2 as its radii.
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Compound Curve

(iii) Reverse Curve:
A pivot or serpentine twist is included two bends having proportionate or unmistakable radii contorting in opposite manners with a commonplace diversion at their convergence. Their centers lie of backwards sides of the twist. In fig. 11.3 T1 P T2 is the pivot twist with T1O1 and PO2 as its radii.
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Reverse Curve

Rearrange twists are used when the straights bend equal or cross at a little edge. They are typically used in railroad sidings and now and again on rail line tracks and boulevards suggested for low speeds. They should be kept up a vital good ways from past what many would consider conceivable on rule railroad lines and streets where velocities are essentially high.
(iv) Deviation Curve:
A deviation twist is fundamentally a mix of two switch twists. It is used when it ends up imperative to wander from a given straight route in order to swear off intervening obstacles, for instance, a bend of conduit, a structure, etc. In fig. 11.4. T1 EDFT2 is the deviation twist with T1O, EO2 and FO2 as its radii.
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Deviation Curve

Names of Various Parts of a Curve:


(I) The two straight lines AB and BC, which are related by the curve are known as the deviations or straights to the twist. 

(ii) The motivations behind combination of the two straights (B) is known as the intersection point or the vertex. 

(iii) When the twist sidetracks to the right half of the headway of study as in fig. 11.5, it is named as right given curve and when aside, it is named as left given twist. 

(iv) The lines AB and BC are deviations to the curves. Stomach muscle is known as the chief deviation or the back diversion BC is known as the subsequent straying or the forward diversion. 

(v) The centers (T1 and T2) at which the curve contacts the diversions are known as the deviation centers. The beginning of the curve (T1) is known as the deviation twist point and the completion of the twist (T2) is known as the twist diversion point. 

(vi) The point between the diversion lines AB and BC (ABC) is known as the edge of intermingling (I)
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elemation of curve


Components of a Simple Circular Curve 

(vii) The point by which the forward deviation diverts from the back straying is known as the preoccupation edge (ɸ) of the curve.

(viii) The partition the two deviation reason for combination to the straying point is known as the diversion length (BT1 and BT2).

(ix) The line joining the two straying centers (T1 and T2) is known as the long-agreement

(x) The round section T1FT2 is known as the length of the curve.

(xi) The mid-point (F) of the roundabout section (T1FT2) in called highest point or pinnacle of the twist.

(xii) The partition from the reason for intersection highlight the apex of the twist BF is known as the pinnacle evacuate.

(xiii) The division between the apex of the curve and the midpoint of the long concordance (EF) is known as the versed sine of the twist.

(xiv) The point subtended at the point of convergence of the curve by the roundabout section T1FT2 is known as the Central edge and is equal to the shirking edge (ɸ).

Designation of Curves :
A twist may be doled out either by the range or by the edge subtended at within by an amicability of explicit length In India, a curve is appointed by the point (in degrees) subtended at the center by an agreement of 30 meters (100 ft.) length. This point is known as the degree of the curve.

curve
Curve



Let R= The radius of the curves in meters

D= The degree of the curve
MN= The chord, 30m long
P= The mid-point of the chord.

Transition Curves:

A non-round twist of fluctuating reach introduced between a straight and an indirect twist to give basic adjusts obviously of a course is known as an advancement or easement twist. It is also inserted between two pieces of a compound or switch twist. 

Focal points of giving an advancement twist at each finish of a round twist: 

(I) The change from the straying to the round curve and from the indirect twist to the diversion is made dynamic. 

(ii) It gives satisfactory techniques for securing a persistent addition of super-ascent from zero on the diversion to the necessary full whole on the principal indirect twist. 

(iii) Danger of crash, side sliding or upsetting of vehicles is cleared out. 

(iv) Discomfort to explorers is slaughtered.

Conditions to be satisfied by the change bend: 

(I) It should meet the straying line similarly as the indirect curve superfluously. 

(ii) The pace of addition of shape along the change twist should be equal to that of augmentation of super-tallness. 

(iii) The length of the change twist should be to such a degree, that the full super-ascent is cultivated at the convergence with the round curve. 

(iv) Its range at the crossing point with the indirect curve should be proportionate to that of round twist. 

There are three sorts of progress twists in like way use:
(1) A cubic parabola, 

(2) A cubical winding, and 

(3) A lemniscate, the underlying two are used on railways and turnpikes both, while the third on streets in a manner of speaking. 

Right when the advancement twists are introduced at each finish of the essential indirect twist, the mix thusly got is known as merged or Composite Curve.

Super-Elevation or Cant:


Exactly when a vehicle goes from a directly to a twist, it is followed up on by an outward force despite its own weight, both acting through the point of convergence of gravity of the vehicle. The diffusive force follows up on a level plane and will by and large push the vehicle out of control. 

In order to kill this effect the outside edge of the track is excessively raised or raised over the internal one. This raising of the outside edge over the inside one is called super­ rise or cant. The proportion of super-tallness depends on the speed of the vehicle and clear of the curve.


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Super elevation


Let: 

W = the greatness of vehicle acting vertically downwards. 

F = the dissimilar force following up on a level plane, 

v = the speed of the vehicle in meters/sec. 

g = the accelerating in light of gravity, 9.81 meters/sec2. 

R = the range of the twist in meters, 

h = the super-stature in meters. 

b = the breadth of the road or the division between the focal points of the rails in meters. 

By then for congruity, the resultant of the weight and the outward force should be identical and reverse to the reaction inverse to the road or rail surface.
Characteristics of a Transition Curve :

Here two straights AB and BC make a redirection edge ∆, and an indirect curve EE' of clear R, with two change, twists TE and E'T' at the two terminations, has been implanted between the straights. 

(I) It is evident from the expect that in order to fit in the advancement twists at the completions, around whimsical twist (T1F1T2) of imperceptibly progressively conspicuous range must be moved towards the center as(E1 EF E E1. The division through which the curve is moved is known as move (S) of the twist, and is proportional to, where L is the length of each change twist and R is the scope of the perfect round twist (EFE'). The length of the move (T1E1) and the change twist (TE) generally separate each other.


Curve Surveying Watch :








                                QUESTION AND ANSWER


1 What type of curve?
= 2 type

2 Two type curve is
= horizontal and vertical

3 What type of horizontal curve?
= 5 type

4 The radius of a one-degree curve is=
= 1,719m

5 Suparelevations road formula is
= h=bV2/gR

6 Suparelevations railway formula is
= h=GV2/gR

7 Centrifugal ratio of roads
= 1/4

8 Centrifugal ratio of railway
= 1/8

9 When a curve consists of a single arc with a constant radius connecting the two tangents, it is
= simple curve

10 When a curve consists of two or more arcs with different radii, it is
= compound curve

11 A curve consists of two arcs bending in opposite direction is
= reverse curve

12 A curve of variable radius is known as a
= transition curve

13 If the angle of intersection is
= 0 = 1800-I

14 If radius not given then
= R= 1,719/D

15 Tangent length is
= R tan0/2

16 The first tangent point is also known
= point of curve

17 The second point is also known as
= point of tangency

18 When two tangents AB and BC  meet at B, the point B is known
= vertex

19 An ideal transition curve is also known
= clothoid curve

20 An vertical curve is considered as
= parabolic curve

21 A vertical curve is designed on the basis of
= minimum sight distance

22 In reverse curve, the superelevation provided at the point of reverse curvature is
= zero

23 Total angle of deflection of a transition curve is
= ¼ * spiral angle

24 The shape of a vertical curve is
= parabolic

25 The multiplying constant of a tacheometer is
= f/I

--------------------------------------------



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Wednesday, May 1, 2019

Theodolite - Types Of Theodolite Survey, Digital Parts.

                               Theodolite Survey


INTRODUCTION :

The theodolite is a confused instrument used generally for precise estimation of level and vertical 

Face up to 10" or 20" , depending on insignificant count of the instrument. Because of its various livelihoods, 

The theodolite is on occasion known as a boundless instrument. Coming up next are the unmistakable purposes for which the theodolite can be used 

1 Measuring even edges 

2 Measuring vertical focuses 

3 Measuring redirection edges 

4 Measuring appealing course 

5 Measuring the even division between two focuses 

6 Finding the vertical height of a thing 

7 Finding the qualification of ascend between various core interests 

8 Ranging a line.



What is Theodolite?

Major considering instrument of dark origination anyway coming back to the sixteenth century English mathematician Leonard Digges; it is used to evaluate level and vertical focuses. In its bleeding edge structure it involves a telescope mounted to turn both equally and vertically. 

A theodolite is a precision instrument for evaluating focuses in the even and vertical planes. Theodolites are used principally for investigating applications, and have been balanced for specific purposes in fields like metrology and rocket dispatch development. A front line theodolite involves a versatile telescope mounted inside two inverse hatchets the level or trunnion center point, and the vertical center point. Right when the telescope is pointed at a goal article, the edge of all of these hatchets can be evaluated with mind blowing precision.


THEODOLITES :
A Theodolite is an instrument for assessing both even and vertical edges, as used in triangulation frameworks, and geo-territory work. It is an instrument used in the land investigating and building industry, anyway theodolites have been balanced for other explicit purposes too. Other specific purposes make Theodolites ideal for shop and modern office floor organization of gadgets and mechanical assemblies. They moreover work commendably for position for the advancement of strong segments, pools, fairways, orchestrating, and road plan. Theodolite - Types Of Theodolite Survey, Digital Parts. 

The level accuracy of Theodolites depends upon "seconds". A 2-second theodolite is more precise than a 5 or 9-second theodolite. If you consider the level circle that a theodolite turns around, the circle is isolated into 360 degrees. Each degree is isolated into 60 minutes, and each second disengaged into 60 seconds. Think "Degrees/Minutes/Seconds". The even point is the extent of slip-up (along these lines exactness) that a theodolite can on a level plane quantify or arrange inside. If a theodolites exactness rating is 2 seconds (made 2") by then its single going to lose 2 seconds of level estimation in a given division. When in doubt, a 9 second theodolite is for building goals where you're working commonly extremely close, say inside 200 feet from the instrument. A 2 second you would work 2,000 feet away and still work with some component of accruacy. Most structure authoritative laborers, whether or not private or business, can use a 9 second theodolite without experiencing issues due to precision. At this division, more bumbles are as human missteps, for instance, not leveling the instrument truly or taking a lively scrutinizing which fits human screw up.

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TYPES OF THEODOLITE :

Theodolites may be thoroughly portrayed into two sorts 

1) Transit theodolite 

2) Non-travel theodolite 

Travel THEODOLITE - In the movement theodolite, the telescope can be spun through an absolute distress about its even center point in a vertical plane. 

NON-TRANSIT THEODOLITE - In the non travel theodolite, the telescope can't be spun through a complete surprise in the vertical plane.



 IMPORTANT TERMS RELATED TO THEODOLITE SURVEY :

Centering : The setting of theodolite decisively over a station set apart by strategies for plumb bob is known as centering. 

Voyaging : The technique for turning the telescope about its even rotate in a vertical plane through 180' is named as voyaging. 

All things considered, voyaging brings about a distinction in face. 

FACE LEFT : It suggests that the vertical float of theodolite is on the left of the onlooker at the period of taking scrutinizing. 

FACE RIGHT : This suggests the condition when the vertical drift of the instrument is on the benefit of the observer when the examining is taken. 

CHANGING FACE : The movement of bringing the vertical float starting with one side of the onlooker then onto the next is known as developing face. 

SWINGING THE TELESCOPE : This shows turning the telescope in a level plane. It is called 'right swing' when the telescope is turned clockwise and 'left swing' when the telescope is turned anticlockwise. 

LINE OF COLLIMATION : It is a whimsical line experiencing the optical focal point of the objective glass and its continuation. 

Center point OF TELESCOPE : The center is a nonexistent line experiencing the optical focal point of the thing glass and optical point of convergence of eyepiece. 

Center point OF THE BUBBLE TUBE : It is a whimsical line random to longitudinal twist of air pocket tube at its inside point. 

VERTICAL AXIS : It is the rotate of transformation of the telescope in the level plane. 

Level AXIS : It is the rotate of transformation of the telescope in the vertical plane. 

Fleeting ADJUSTMENT : The setting of the theodolite over a station at the period of taking any discernment is called brief change. 

Immutable ADJUSTMENT : When the perfect association between significant lines is irritated , then a couple of frameworks are gotten to set up this relationship. This alteration is known as interminable change.



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Theodolite Survey


Theodolite Components :
A central theodolite normally involves a little evaluated telescope that is associated with frameworks to measure level and vertical focuses. The theodolite telescope is fixed inside inverse hatchets, to be explicit the vertical rotate and the even, or trunion, center. The theodolite is fixed on a base that can be turned on a tripod by a leveling system. The edge to the perfect point is assessed by showing the telescope that point. The edge can be scrutinized on the telescope scale.Theodolite - Types Of Theodolite Survey, Digital Parts.
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Theodolite Survey




Repeating Theodolite :

Many edge readings are taken on a graduated scale. The ordinary edge estimation is gained by dividing the collected sum readings by the amount of watched readings. The eventual outcomes of these theodolites are extraordinary. Theodolite - Types Of Theodolite Survey, Digital Parts. These instruments are limited for territories where the assistance isn't consistent, or space for using other such instruments is constrained.

Direction Theodolites :

The circle is planned to be fixed, while the telescope is pointed on different signs. Readings on the circle are scrutinized for each heading. Bearing theodolites are ideal instruments for triangulation. Theodolite - Types Of Theodolite Survey, Digital Parts.


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Theodolite

Comparison of Theodolite And Total Station

Both the total station and theodolite are devices for the estimation of vertical and level edges in the midst of structuring adventures and contemplating. Each ha unequivocal traits as a result of which they are used. Commonly, the factors of time, aptitude open, and cost will choose the usage of both of these instruments. In any case, the genuine differentiations in these investigation instruments are explained underneath. Theodolite - Types Of Theodolite Survey, Digital Parts.


Theodolite :

A theodolite consolidates a sensible telescope that is fixed between the level and vertical hatchets. The hatchets edge can be resolved decisively just if the head has enough information with respect to trigonometry. Additionally, a theodolite normally needs the assistance of one individual moreover the overseer, to empower the estimation and plan of edges. To ensure accuracy, both the heads should have the ability to level the tripod and the assessing post. Also, they should have the ability to alter the evaluating line and the stake to get an accurate data. Numerical and graphical capacity is also required to convey the best possible data. A theodolite is conventionally used for minimal size plots. In the front line theodolites, the examining of the vertical and even circles is executed electronically by a rotating encoder. Moreover, sensors are included to allow auto-centering and customized estimations by using indispensable programming. Some propelled theodolites have electro-optical detachment evaluating gadgets, for the most part infrared, permitting simultaneous estimations of the vectors. Theodolite - Types Of Theodolite Survey, Digital Parts.

Total Station :

A flat out station is seen as a superior considering mechanical assembly differentiated than the theodolite due with its propelled mix and complete features. A flat out station solidifies the components of theodolite to choose edges and partitions by an electronic detachment meter. Hard and fast stations use a mix of lasers and precious stones to record propelled readings of the estimations in a PC. This data can be used further examination. Mechanical total stations have been developed that can be worked distantly. In any case, the full scale stations are expensive and need outline aptitude, yet also quick and dirty planning on programming. Complete stations are sensible for study necessities over immense partitions, particularly over irksome domain. The results of a hard and fast station on such conditions are progressively exact. Theodolite - Types Of Theodolite Survey, Digital Parts.

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Total Station


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theodolite surveying lecture :








                             QUESTION AND ANSWER




1 What type of theodolite?
= 2 type

2 What is 2 type theodolite name?
= transit and non-transit

3 What is fece-left position is called
= face left observation

4 What is fece-right position is called
= face right observation


5 The face left position is known
= telescope normal

6 The face right position is known
= telescope inverted

7 The least count of the vernier theodolite
= 20”

8 Bowditch’s rule  correction to latitude of any side
= length of that side / perimeter of traverse * total error in latitude

9 Bowditch’s rule  correction to departure of any side
= length of that side / perimeter of traverse * total error in departure

10 Transit rule correction to latitude of any side
= latitude of that side / arithmetical sum of all latitudes * total error in latitude

11 Transit rule correction to departure of any side
=departure of that side / arithmetical sum of all departure * total error in departure

12 Third rule correction to northing of any side
= northing of that side / sum of northings * ½ total error in latitude

13 Third rule correction to southing of any side
= southing of that side / sum of southings * ½ total error in latitude

14 Third rule correction to easting of any side
= easting of that side / sum of eastings * ½ total error in departure


15 Third rule correction to westing of any side
= westing of that side / sum of westings * ½ total error in departure

16 The teodolite diameter
= 12 cm

17 The true bearing of a line is also called
= azimuth

18 The horizontal axis is also known as
= trunnion axis

19 A thodolite in which the telescope can be revelved through a complete revolution in a vertical plane is
= transit theodolite

20 The size of the theodolite is defined according to
= diameter of graduated horizontal circle

21 In a closed traverse, the algebraic sum of departure and latitude must be equl
= 00

22 Fine adjustment in a theodolite is done by
= tangent screw

23 The included angles of the traverse are measured
= clockwise

24 For improved accuracy, the included angles is measured by
= repetition method

25 The characteristic of Gale’s table is that independent coordinates of all points are brought to
= first quadrant

26 Balancing of traverse is done according to
= transit rule

27 In a theodolite a straight line tangential to the longitudinal curve of the level tube at its centre
= line of sight

28 In an internal focusing type telescope the lens provided is
= concave

29 The angle between the prolongation of the preceding line and the forward line of a traverse is
= deflection angle


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