Uploaded by gaddielaguilar1927

(1) Surveying

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Surveying
π‘š
Pace factor (𝑠𝑑𝑒𝑝𝑠)
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measuring using your steps alone
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Finding distance per step. Decimal value
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Pace factor = 𝑠𝑑𝑒𝑝𝑠
𝑑𝑖𝑠 tan 𝑐𝑒
π‘Žπ‘£π‘’
Actual length
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Radius of the earth = 6400 km
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Actual length = π‘‘π‘–π‘ π‘Žπ‘£π‘’ ⋅ π‘ƒπ‘Žπ‘π‘’ πΉπ‘Žπ‘π‘‘π‘œπ‘Ÿ
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𝑑𝑖𝑠1
π‘Ÿ1
= π‘Ÿ2
𝑑𝑖𝑠2
Leveling symmetric distance between BS & FS
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First station has no FS & last station has no BS and HI
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Nakaharap ung stations papunta sa first station
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First station is nakatutok sayo kaya BS lang meron ka
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𝐻𝐼0 = 𝐡𝑆0 + 𝐸𝑙𝑒𝑣0
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𝐸𝑙𝑒𝑣1 = 𝐻𝐼0 − 𝐹𝑆1
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𝐹𝑆1 = 𝐻𝐼0 − 𝐸𝑙𝑒𝑣1
Leveling Unsymmetric distance
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The farther you are the greater the error
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Error per BS & FS = Known Error x πΈπ‘Ÿπ‘Ÿπ‘œπ‘Ÿ π‘π‘’π‘Ÿ π‘šπ‘’π‘‘π‘’π‘Ÿ
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Error in every setup = FS – BS
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Total Error = # of Set ups x Error in every setup
𝑑𝑖𝑠 tan 𝑐𝑒
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Correct Elevation = Elevation of the station + or - Total Error
Stadia Surveying
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Used in military, sa mga snipers
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Middle (MHR)– from the ground hanggang sa sinukat mo
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Length of Line AB = (D to A) + (D to B)
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D to A or D to B = (Upper – Lower) (Stadia interval factor) + Stadia constant
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Horizontal distance between A and B (H) = π‘˜π‘  cos2
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(V) = π‘˜π‘ 
∅ + πΆπ‘π‘œπ‘ ∅
sin2 ∅
+ 𝐢𝑠𝑖𝑛∅ [V is the distance from the instrument to the middle cross hair]
2
Where:
k = upper – lower
s = Stadia interval factor
C = stadia constant
Area Computation
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Latitude = y; Departure = x; sign changes depending on the quadrant
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Reference of the angle is always N or S
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𝐷𝑀𝐷0 = Copy the first departure
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𝐷𝑀𝐷1 = 𝐷𝑒𝑝0 + 𝐷𝑀𝐷0 + 𝐷𝑒𝑝1
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Double Area (DA) = Lat x DMD
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Area =
∑ 𝐷𝐴
2
Trapezoidal rule
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β„Ž +β„Ž
A = L( 𝑖 2 𝑓 + ∑ β„Ž)where: ∑ β„Ž = summation of intermediate heights
Simpson’s One-Third Rule
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𝐿
A = 3 (β„Žπ‘– + β„Žπ‘“ + 2 ∑ β„Žπ‘œπ‘‘π‘‘ + 4 ∑ β„Žπ‘’π‘£π‘’π‘› ): where L is common interval
Rise and Fall method
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Rise or Fall (1) = 𝐡𝑆0 + 𝐼𝐹𝑆1 [Rise if +]
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Rise or Fall (2) = 𝐼𝐹𝑆1 + 𝐼𝐹𝑆2 [Fall if -]
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