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There are five main principles of surveying. These are as they are listed below:
The first principle in surveying is usually working from whole to part. According to this principle, when one is surveying an area, you start by establishing a system of control points. Those controls should have the capabilities of covering the whole area; maintaining a higher precision degree. This is followed by establishing the minor control points as well as details. These are usually established with a lesser degree of precision. This principle aids in the prevention of the undue accumulation of errors. This is through the localization and control of the minor errors.
This is the second principle in surveying. Under this principle, the relative position of desired points which are to be surveyed should be located through taking the measurement from at least two reference points. Under this regard, the reference points position are fixed previously.
The third surveying principle is the consistency of work. In order to gain the needed accuracy levels, the surveyors must be in a position to keep consistency in the method, instrument, reading as well as noting observations.
To prevent the errors in the surveying work, it is vital to conduct the independent check. According to this fundamental principle, each measurement which is taken in the field should be re-checked through adopting a suitable method of independent field observations and tests. This principle helps in identifying mistakes which had been passed without notice.
According to this vital principle, the proper method as well as instruments should be applied for the survey work on the basis of the degree of accuracy needed.
There are basically two types of surveying:
Plane survey usually deals with small areas on the earth’s surface assuming the surface of the land to be plane. There are various types of plane surveying as shown below:
In chain surveying, the area which is supposed to be surveyed is usually divided into various triangles. The second step entails measuring the interior angles as well as side of the triangle. The whole are then plotted on the drawing sheet to a suitable scale for purposes of producing a map.
In transverse surveying, the plot of the plan is usually enclosed in a series of straight lines which make angles with each other. The angles and lines are usually measured as well as plotted with details on a drawing paper to a suitable scale which is vital in producing a map.
In this type of survey, the plotting and observations are usually done simultaneously. The art sheet or paper is usually fixed on a calibrated plane table.
This type of survey helps in the determination of elevations of different points on the surface of the earth.
Geodetic survey usually deals with vast areas and hence the curvature is usually considered when this survey is done. Geodetic surveying is usually divided into various segments which include:
This usually consists of a network of a well-defined triangle which is formed on the plot of land which is supposed to be surveyed. One line is taken as the baseline from which all the other angles and lines are then measured accordingly.
This is used in leveling across streams, gullies as well as other obstructions to eliminate instrumental errors. The level readings are usually taken from two setups at two various points. This survey is used to ascertain the difference in levels between two sites with obstructions.
A telescopic sight instrument is usually used in the measurement of distances. It mainly incorporates a theodolite which is controlled by an operator with another surveyor holding the level staff at a distance. Both the horizontal and vertical distances are usually computed through the stadia readings.
The meridian, longitude, latitude, azimuth etc. of the plot to be surveyed is determined with celestial bodies help.
In this type of survey, the maps are usually prepared from photographs which are taken from camera positions which are considered suitable. The output is a drawing, a map or a 3D model of some real world object or scene.
There are three main types of errors in surveying:
The gross errors are usually as a result of inexperience, lack of concentration or carelessness on the part of the individual doing the survey.
These types of errors are usually built into the surveying process. The error in this case is usually the same for any given set of circumstances.
These errors are usually as a result of the climatic or physical conditions. These errors are usually very small and hence are considered to be self-compensating.
To ascertain the relative position of any points of the earth.
To ascertain the distance as well as angle between different objects.
To prepare a plan or map to represent a region on a horizontal plan.
To solve measurement problems in an approach considered optimal.
The surveyor’s role in the construction of physical structures has evolved from measuring distances by pace and chain to precisely controlling the position and orientation of spatial coordinates for computer-aided design. Such transformations have come through many invention efforts. Traverse computations from a transit, for example, have become digital and today’s surveyor can obtain horizontal coordinates from a single automatic level reading.
Plane-table surveying techniques—indispensable in construction of earthworks for roads and runways during the World War II years —have been resurrected to provide relatively low-cost solutions for constructing road projects away from instrumented sites. Today, a relatively high level of accuracy can be achieved with survey-grade GPS receivers that provide horizontal coordinates within centimeters and altitudes above mean sea level to within millimeters or inches. We at the Homework Market Help Desk, we help our clients who might be having difficulties in some of their computations.
There are various online surveying help resources. For example, they can be found on forums, websites that contain typically questions and answers, etc. The reason why this type of resources is useful is because you can get an answer really fast and easy way. Moreover, in many cases these types of resources are free to use. The disadvantage is that you won’t have any customer support.
In case of forums, there are no doubt that this is a great and useful forum resource. However, in my opinion it wouldn’t be too practical because you may need to spend some time in finding the right information from all those responses provided by other users. It would take more effort to find an answer than using just a simple google search. Is it for this reason that we propose that you reach out to the Homework Market Help desk which will guide you in all your surveying needs and assignments.
There are various reasons as to why students may seek the surveying assignment help services. There are various instances where students have faced challenges in solving the basic surveying computations. When some instances arise, it is always recommended that they seek academic help from qualified tutors.
Most surveying students seek help so that they can be able to develop their profession skills. This may include performing basic leveling calculations to complex mathematical computations touching on the surveying field. They hence require expert guidance so that they can efficiently get around CIPD Assignments. At the Homework Market help desk, we provide the students with proper guidance which will help them handle their Surveying Assignments at ease.
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At the Homework Market Help, we help in levelling calculations. We aid in measuring the level difference of height between two points.
We help in the calculations of the surveying measurements and applying the relevant corrections. At Homework Market Help, we help in the determination of distances, angles and bearings.
Surveying approach applied in denoting the procedure for obtaining horizontal distances as well as differences in elevation through indirect methods, which are mainly based on the optical geometry of the instruments employed.
We at the Homework Market Help, we help you in obtaining reliable measurements from the provided photographs.
We help you in calculating the circular curves computations i.e both the vertical and the horizontal curves. We also help in determining the intersection points of both the straight lines and arcs.
Survey Measurement Tape Corrections.
Evaluating Equations and Combining Terms.
Introduction to setting out techniques and instrumentation.
Deformation monitoring of a local dam.
Area & Volume Calculation.
Important Conversions in Surveying.
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