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Koreksi Irisan Normal−Geodesik δgδg′′=⎛⎜eρ′ ′⎝2s2cos2ϕ12Nm2msin 2α12⎞⎟⎠s = jarak P 1 ke P 2ϕ1 + ϕϕ = 2m2N 1 + NN 2m =2N 1 dan N 2 masing-masingadalah radius lengkungirisan normal di P 1 dan P 2

No. : 01/IAGD-ITB/VI/2008 Hal : Undangan Kongres IA GD ITB Lamp ...

the role of geodesy in earthquake prediction - kelompok keilmuan ...

Peran Keilmuan Geodesi Dalam Bidang Penelitian dan ...

Koreksi Efek Defleksi Vertikal δθδθ′′= −( ξ α − η cos ) cot zsin 12 1 121 αξ 1 ,η 1 = komponen defleksivertikal di P 1z = sudut zenit dari titikP 1 ke P 2

Page 1 and 2: Bagian KeempatGD2211 IHG 2Reduksi D
Page 3 and 4: Metode TerestrialHitungan penentuan
Page 5: Skew−Normal Correction δh⎛ h
Page 9 and 10: Sudut Zenit• Hasil pengukuran sud
Page 11: Reduksi dari Ellipsoid ke Permukaan

Bahan-GG-4

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