4 : Leveling Methods Flashcards

1
Q

a method of determining differences in elevation between points by employing two level routes simultaneously

A

Double-Rodded Differential Leveling

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2
Q

a more precise method of differential leveling wherein three horizontal hairs (or threads) are read and recorded rather than a single horizontal hair

A

Three-Wire Leveling

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2
Q
  • process of determining the difference in elevation along a fixed line at designated short measured intervals
  • It is executed to provide data from which a vertical section of the ground surface can be plotted
A

Profile Leveling

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3
Q

based on the principle that two consecutive readings from the same instrument position gives the difference in elevation of the two points sighted

A

Rise and Fall Method of Leveling

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4
Q
  • Used to determine the difference in elevation between two points when it is difficult or impossible to keep backsights and foresights short and equal
  • These conditions usually exists when running a line of levels across wide rivers, lakes, or in rugged terrain where deep canyons and ravines are encountered
A

Reciprocal Leveling

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5
Q
  • The process of determining the different elevation of station from observed vertical angle and known distance
  • The vertical angle are measured by means of theodolite.
  • The horizontal distance may either measured or computed.
  • Relative heights are calculated using trigonometric formula.
A

Trigonometric Leveling

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6
Q
  • ideal in determining large differences in elevation in rough or mountainous terrain where extensive areas need to be covered
  • results are better obtained when the weather is stable and climatic conditions are constant
  • such surveys are best undertaken at about mid morning or mid-afternoon (readings at about noon time, early in the morning, or late in the afternoon should be avoided)
A

Barometric Leveling

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7
Q
  • done to determine the elevation of a point located
    higher than the telescope of the instrument
  • in this situation, the rod is held upside down and its
    base is placed up at the desired point
A

Inverse Leveling

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8
Q
  • a type of cross-section required for most route projects such as roads and railroads
  • planimeter – used in determining the cross section areas
A

Roadway Cross-Sections

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9
Q
  • Employed in the construction of structures and buildings, and the excavation of borrow pits
  • borrow pit – an open area which is usually adjacent to a construction project where suitable fill material is excavated
A

Borrow-Pit Cross-Sections

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