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
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
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
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
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
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
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
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
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
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