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This document discusses optimizing terrain corrections for gravity surveys by using geostatistical methods to determine the most cost-effective distance for corrections, which is traditionally set at 167 km. It presents a mathematical simulation approach to estimate errors for various distances, demonstrating that significant accuracy can be achieved with shorter distances, such as 21 km or 3.5 km, depending on the desired precision. The methodology is applicable to any region with known elevation statistic

Author

Rivand Sijabat

Language

EN