Abstract
Abstract ACKNOWLEDGMENTS are made to surveyors of the Department of Lands, Sydney, and of the Sydney Metropolitan Water, Sewerage and Drainage Board, for information given; further to Dr. E. A. MISKIN, visiting Reader in Surveying from London, for his valuable assistance rendered during the period of writing this article; finally to staff members of the C.S.I.R.O. for their prompt service of calibrating the equipment and also to those who helped in the field.
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