4.lecture trig level 1

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    Trigonometric heighting.Distance measurements, corrections and

    reductions

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    Trigonometric Leveling

    It is the branch of leveling in which therelative elevations of dierent stationsare determined from the observedvertical angles and known distances.

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     V = S Sin α = H Tan α 

    ZB = Z

     A  + hi + S Sin α – r

    ZB = Z

     A  + hi + H Tan α – r

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    How could the height of skyscrapers be measured?

    ? ?

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    The principle of trigonometric heighting

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    The principle of trigonometric heighting

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    The principle of trigonometric heighting

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    The principle of trigonometric heighting

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    The principle of trigonometric heighting

     z d hmhm cot+−=−∆+=

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    Trigonometric levelling

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    Trigonometric levelling

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    Trigonometric levelling

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    Trigonometric levelling

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    Trigonometric levelling

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    Trigonometric levelling

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    Trigonometric levelling

    ( ) ( )

    ( ) ( ) A A A B B B

     A A A B B B

     z t  z t 

     z d  z d m

    −−−=

    =−−−=

    coscos

    cotcot

     Advantage:

    • the instrument height is notnecessary;• non intervisible points can be

    measured, too.

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    Trigonometric heighting

    Advantages compared to optical levelling:

    • A large elevation difference can be measured over shortdistances;

    • The elevation difference of distant points can be measured(mountain peaks);

    • The elevation of inaccessible points can be measured (towerschimneys etc!)

    "isadvantages compared to optical levelling:

    • The accuracy of the measured elevation difference is usually

    lower!

    • The distance between the points must be known (or measured) in

    order to compute the elevation difference

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    The determination of the heights of buildings

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    The determination of the heights of buildings

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    The determination of the heights of buildings

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    The determination of the heights of buildings

    The horizontal distance is observable, therefore:

     A AP   z d m cot=∆

     A AP O  z d l m cot+=

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    "etermination of the height of buildings

    The distance is not observable.

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    "etermination of the height of buildings

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    "etermination of the height of buildings

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    "etermination of the height of buildings

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    "etermination of the height of buildings

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    "etermination of the height of buildings

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    "etermination of the height of buildings

    Using the sine-theorem:

    ( ) ( )β α β 

    β α β    +=⇒

    −−=

    sin

    sin

    180sinsinad 

    ad  AP 

     AP 

    ( ) ( )β α 

    α 

    β α α    +=⇒

    −−=

    sin

    sin

    180sinsinad 

    ad 

     BP 

     BP 

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    "etermination of the height of buildings

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    "etermination of the height of buildings

     A AP O

     A z d l m cot+=

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    "etermination of the height of buildings

    Using the observations in pont B:

     B BP  BO

     B  z d l m cot+=

    ( )

     B Amm

    m  +

    =

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    • When long distances are involved it isessential to consider the eect of  Curvature of Earth and Refractiondue to atmospheric conditions.

    •  The eect of curvature is to make theobjects appear lower than they really are.

    •  The eect of refraction is to make them

    appear higher than they really are. It istaken as one sixth of that of curvature.

    •  The combined eect is to cause the objectappear lower than they really are.

    Trigonometric Leveling

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    Trigonometric heightingThe effect of #arth$s curvature

    i i i i

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    Trigonometric heightingThe effect of #arth$s curvature

    T i i h i h i

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    Trigonometric heightingThe effect of #arth$s curvature

     R

    d  AB=

    γ  

    The central angle:

    T i t i h i hti

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    Trigonometric heightingThe effect of #arth$s curvature

    The tangent-chord angle is eual to γ !".

    T i t i h i hti

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    Trigonometric heightingThe effect of #arth$s curvature

    The effect of #arth$s curvature:

     Rd 

     Rd d d    AB AB

     AB AB sz 

    tan

    =⋅≈⋅=∆   γ  

    T i t i H i hti

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    Trigonometric HeightingThe effect of refraction

    T i t i H i hti

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    Trigonometric HeightingThe effect of refraction

     ρ δ 

     ABd 

    =

     ρ 

    cot

     z d m AB −′⋅≈∆

    T i t i h i hti

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    Trigonometric heightingThe effect of refraction

    %et$s introduce the refractive coefficient:

     ρ 

     Rk   =

    Thus m can be computed:

    r  AB AB  z d 

    d  z d m   ∆−′⋅=−′⋅≈∆ cot

    cot

     ρ 

    where:

     R

    d k 

    d r 

    ==∆ ρ 

    T i t i h i hti

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    Trigonometric heightingThe combined effect of curvature and refraction

    &ote that the effects haveopposite signs'

    T i t i h i hti

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    Trigonometric heightingThe combined effect of curvature and refraction

     R

    d k  z d m AB

    cot

    −′⋅=∆

     R

    d  sz 

    =∆

    =∆r 

    ( ) R

    d k  z d hm

     AB

    1cot

    −+′⋅+−=   l

    The elevation difference between A and (the combined effect of

    curvature and refraction is taken into consideration):

    The fundamental equation of trigonometric heighting

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    • #$$ect o$ %urvature

    • % & '.'"() * suare + ''' o$ $t

    • or 

    • % & '.'/01 suare 2$ distance in m• #$$ect o$ 3e$raction

    • 3& '.''(( * suare + ''' o$ $t

    • or 

    • 3 & '.'1 suare +2$ distance in m• %ombined #$$ect o$ % and 3

    • 4 & '.'"'5 * suare + ''' o$ $t

    • or 

    • 4 & '.'501 suare 2$ distance in m

    Constants