Jökull


Jökull - 01.12.1973, Side 72

Jökull - 01.12.1973, Side 72
Gravity Base Station Network in Iceland 1968-1970 GUDMUNDUR PÁLMASON NATIONAL ENERGY AUTHORITY, REYKJAVÍK, ICELAND TOR H. NILSEN* U. S. GEOLOGICAL SURVEY, MENLO PARK, CALIFORNIA 94025 GUNNAR THORBERGSSON NATIONAL ENERGY AUTHORITY, REYKJAVÍK, ICELAND INTRODUCTION A network of 39 new gravity base stations was established in Iceland during May, June and September 1968. These stations were used as bases for a regional gravity survey of Iceland which was started in 1968. The base stations are distributed almost equidistantly throughout Iceland (Fig. 1), and are connected with the base stations in Reykjavík. Although several base stations in Reykjavík have been used in the past (Fig. 2), Reykjavík A has hitherto been the main base. However, because its loca- tion is now impractical for general use, it has been replaced by Reykjavík AA, which is locat- ed in the building of the Science Institute of the University of Iceland. Including the Reykja- vík stations, a total of 46 gravity base stations were occupied during the survey. Three La- Coste and Romberg, Inc., Model G gravity meters were used during the survey (Nos. 137, 140, and 144). Meters 137 and 144 were used concurrently at all stations in the May—June 1968 survey, while meters 140 and 144 were used in September 1968. Only meter 137 was used in the Sept—Dec. 1970 survey, which was carried out to improve earlier partly erroneous observations at the Hveravellir base station. Calibration tables for these meters were sup- plied by Army Topographic Command (TOPO- COM) (Table 1). *) Formerly with Armj Topographic Command (now Defense Mapping Agency Topographic Center), Washington, D.C. 70 JÖKULL 23. ÁR GRAVITY TIES TO FOREIGN BASE STATIONS Several gravity ties have been made in the past between Iceland and foreign base stations. Table 2 summarizes the values obtained for Reykjavík A from five of these ties. The values obtained in the 1965 and 1970 connections are in good agreement with each other. The EASCL value of 982 279.86 mgal for ReykjavíkA, which is close to the average of the 1965 and 1970 values, has been used as the reference value for the present base station network. SURVEY PROCEDURES AND FIELD OPERATIONS All the new base stations have bench marks with identifying numbers. In a few cases where the base stations were located at earlier establ- ished geodetic points, the existing bench marks were used. In most cases, however, new bench marks were set up consisting of a copper plate, 3 cm in diameter, bolted on the surface. The instruments were, when possible, set up with their footscrews at the level of the bench mark. This is described in Appendix II as H.I. (height Fig. 1. Location of gravity base stations estab- lished in Iceland in 1968. The three secondary base stations established later are also shown. Mynd 1. Þyngdarmœlistöðvar i grunnneti 1968. A kortinu eru einnig sýndar þrjár hjálparmceli- slöðvar, sem komið var upp seinna.
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