PAPER 1

THE PROJECT GEODYSSEA: IT'S ORIGIN, DEVELOPMENT AND FUTURE

by Dr. Peter Wilson

No abstract available


PAPER 2

LITHOSPHERE AND MANTLE STRUCTURE OF SOUTH EAST ASIA

by W. Spakman and Bijwaard

Abstract: We present results from the tomographic inversion of about 7.5 million P and pP data for global mantle structure (Bijwaard, Spakman, and Engdahl, in prep) with a focus on the southeast Asian region. We use data from a new data set derived by Engdahl, Van der Hilst and Buland (submitted JGR). They reprocessed about 100,000 earthquakes from the ISC data base by re-identifying seismic phases and relocating all events in the AK135 model. The re-processing leads to a data set for tomography which has two main advantages with respect to the ISC data set. Firstly, the use of later arrivals, specifically pP data, in the location procedure leads to much better located earthquakes which reduces the nonlinear relation between tomographic data and event location. Secondly, the use of a modern reference model (AK135) for location reduces the nonlinear relation between tomographic data and earth structure. Both advantages lead to a closer linearization with respect to AK135 of the relation between observations and tomographic model parameters. We use an innovative model parameterization of the mantle in terms of cell (block) shapes and sizes depending on the sampling of the mantle by seismic ray paths. Cell sizes vary between 60*60*35 km in well sampled regions to cells with dimensions of many hundreds of km in poorly sampled regions. This allows a considerable reduction of the number of cell parameters to only 150,000 while allowing for imaging details on the order of 50 km in potentially well resolved regions (e.g. most subduction zones). Further, the data are binned into composite rays (bundles of rays from a source region 30*30*30 km to one station) which reduces the number data for inversion to about 4 million. The inversion solves jointly for the seismic velocity anomalies in cells, event relocation parameters, and station statics. The inversion is regularized using first derivative damping which penalizes the gradient of seismic slowness in regions poorly sampled by the data. A comparison of the tomographic results with previous findings (e.g. Fukao et al. 1992, Widiyantoro and Van der Hilst 1996) leads to a general agreement on the larger scale patterns imaged (e.g. the large scale subduction of Indian plate below the Sunda Arc). Specifically, the results presented by Widiyantoro and Van Der Hilst display a comparable degree of detail imaged. However, we do not find one of their main observations,: the detachment of (or tear in) the slab around 400 km below Sumatra. Instead we find that below northern Sumatra the Sunda slab makes a clear bend westward toward the Andaman island arc. Subduction below the Sunda arc is imaged down to at least 1500 km indicating penetration into the lower mantle. The morphology of subduction below the Philippines is very complex in the upper few hundred kilometers of the mantle. At the latitude of Mindoro island the subduction zone makes a distinct EW-jump of about 250 km, correlating with the sharp bend in Philippines island arc. This jump in morphology is also visible in the intermediate depth seismicity. The subduction below Sulawesi is the southern extension of subduction below the Philippines. East of Sulawesi a slab is also imaged below Halmahera island (Molucca collision zone).


PAPER 3

TOMOGRAPHIC IMAGING OF THE LITHOSPHERIC SLAB BENEATH S. AND EAST ASIA

by Sri Widiyantoro, R. Van der Hilst

No abstract available


PAPER 4

THE GEODYSSEA NETWORK: GFZ RESULTS AND DATUM DEFINITION

GFZ RESULTS OF GEODYSSEA 94 AND 96 CAMPAIGNS

by D. Angermann, J. Klotz, G. Baustert, Ch. Reigber, and P. Wilson

Abstract: In scope of the GEODYSSEA project an extensive GPS network has been established in South and South East Asia. In November/December 1994 and April 1996, two large GPS measurement campaigns have been carried out by GFZ and IfAG with the support of ENS, Paris and relevant institution in the host countries. The GEODYSSEA 94 and 96 campaign data were processed at the GeoForschungsZentrum Potsdam using GFZ software EPOS (Earth Parameter and Orbit System). The precise GPS software package is based on undifferenced phase and pseudo-range observations. The GEODYSSEA network station position were computed simultaneously with station data of the IGS (International GPS Service for Geodynamics) and AUSLIG (AUstralian Survey and Land Information Group) stations. The results gave a daily repeatability of the station coordinates in the order of 3-6 mm for the horizontal components and 9 mm for the height. The fiducial-free network solutions were transformed to the ITRF94 (International Terrestrial Reference Frame of 1994) using transformation parameters computed for the five IGS stations that were included in the computations. The global network accuracy is of the order of 1cm.

THE DATUM DEFINITION OF THE GEODYSSEA NETWORK

By D.Angermann, GeoForschungsZentrum Potsdam, Div.1, Telegrafenderg A17,D-14473 Potsdam, Germany

Abstract: In this paper two major questions concerning the datum defination of the GEODYSSEA network are discussed:

• 1) What is the effect of different IGS orbits on the station coordinates? • 2) What is the effect of a regional or global distribution of the IGS stations included in the solution?

The data from 25 stations of the GEODYSSEA 96 network were processed with the GFZ software EPOS to study the effect of the IGS orbits on the network coordinates. Fiducial-free network solutions were performed using fixed IGS orbits computed by different IGS analysis centres and using the combined orbit. The mean station coordinate residuals of a Helmert transformation of the different solution fall within 2-3 mm. Concerning the second question, the data from 20 stations of the GEODYSSEA 96 network were computed simultaneously with the 5 IGS sations (Regional Solutions) and with 14 globally distributed IGS stations (Global solution). Both solutions were transformed to the ITRF94. In the case of the global solution the Helmert transformation parameters are closer to zero and their mean errors are smaller by a factor of 3 compared with the regional solution. Another advantage of the global solution is that the influence of individual stations on the transformation results is significantly reduced. The differences in the absolute station coordinates between the regional and the global solutions are about 1 cm. The internal network geometry varies by 1-2 mm.


PAPER 5

ANALYSIS OF THE RESULTS OF THE 1994 AND 1996 GEODYSSEA GPS CAMPAIGNS AT IfAG

by M. Becker, P. Neumaier, E. Reinhart

Abstract: In the ASEAN-EU project „GEODYSSEA" two GPS campaigns have been conducted in South-East Asia. In two 5 day campaigns in November/December 1994 and in April 1996 more than 40 stations have been repeatedly observed. The homogeneous dataset of both epochs has been analyzed at the Institute of Applied Geodesy (IfAG), Frankfurt using the Bernese Software Version 4.0. The results of the individual campaigns show a high internal consistency at the 5 mm level of the rms. The station velocities are determined with respect to the ITRF94 coordinates of 5 IGFS common to both epochs. Station displacements are compared to the NUVEL1A displacement vectors. The accuracy, the optimal estimation strategy, the transformation to the ITRF94 and the significance of the velocities estimated are discussed. The IfAG solution is compared to the final combined solution of all analysis centers. Special emphasis is put to the vertical component and the study of possible systematic effects in the observations and the results. These are set up of baselines, troposphere estimation, ionosphere estimation and the datum selection.


PAPER 6

CRUSTAL MOTIONS IN SOUTH-EAST ASIA DERIVED FROM THE GEODYSSEA OBSERVATIONS BY DUT

by Simons, W.J.F., B.A.C. Ambrosius, and R. Noomen

Abstract: In the framework of the GEODYSSEA Project, a dense network of geodetic points in South-East Asia was measured twice in campaign style with GPS in November 1994 and in April 1996. At DUT, the complete data sets, which also include observations from 4 additional stations in Australia and 5 nearby IGS stations, have been processed with the GIPSY-II software. For the network deformation analyses, the so-called 3D-Motion software, developed at DUT, was used. First, independent free-network solutions were computed for every single day of the campaigns. The GPS orbits were held fixed using the IGS precise ephemerides. Also, since the networks included different receiver antenna types, the latest version of the antenna phase center variation tables, recommended by the IGS, were applied in the analyses. Next, the daily solutions were combined into two separate campaign solutions which were subsequently transformed into the ITRF-94 reference frame using the IGS stations as fitting points. In a final step, the relative motions of the stations were computed using the 3D-Motion software. In this paper, an overview of the data analysis is given in which the quality of the coordinate solutions is addressed. Also, an interpretation of the observed station velocities is presented. The observed motions are in general agreement with the motions predicted by the NUVEL-1A model, except for stations at or near the deformation zones. The vectors recovered for the latter stations provide significant new information which may be used as constraints in the development of better geodynamic models. The results also provide new evidence that the motion of the Sundaland block is somewhat different from that of the Eurasian plate. This was confirmed by the results of an additional analysis using a global network of IGS stations for reference. From these results a new independent pole and vector of rotation for the Sundaland block has been derived.


PAPER 7

NEWCASTLE PROCESSING OF THE GEODYSSEA GPS DATA

by Prof. Dr. P. Cross, Dr. Luhut Perluhutan

No abstract available


PAPER 8

REPORT ON THE ENS SOLUTION OF THE GEODYSSEA GPS MEASUREMENTS

by Christophe Vigny and Andrea Walpersdorf

Abstract: The complete data set from the two GEODYSSEA GPS campaigns (November 94 and April 96) were analysed at ENS, including data from additional stations observed in the main sessions and appended sessions in the Sulawesi area. The data were processed using MIT's GAMIT / GLOBK / FONDA package. Software specificities will be detailed along with data editing and data processing strategies. The quality of the solution is assessed by the excellent repeatabilities (scatter of independent daily measurements) obtained both for the 94 and 96 campaigns for baselines as long as 10,000 km. The 2246 (resp. 2138) baselines measured in 94 (resp. 96) show mean repeatabilities of 3.9 (resp. 4.3), 5.8 (resp. 7.4), and 11.1 (resp. 16.7) millimeters on the North, East, and vertical component. The precision of the inferred velocities is therefore estimated around 5 mm/year. Precision and accuracy of the ENS solution with respect to the combined solution will be presented. Especially, the influence of orbits (fixed precise IGS orbits vs. locally adjusted orbits), antenna phase center tables, and ambiguity resolution on the final solution will be discussed. The GEODYSSEA solution shows a relatively poor agreement with the global models (ITRF/NUVEL1) for the fiducial stations used in the analysis (IGS' KIT3 TAIW TIDB TSKB YAR1 and AUSLIG's COCO KARR XMAS DARW). This result will be discussed in terms of real, short time scale, local, crustal deformations and/or large scale network deformations induced by erroneous external reference frames.


PAPER 9

FINAL GEODETIC RESULTS OF THE GEODYSSEA PROJECT: THE COMBINATION SOLUTION

by Ambrosius, B.A.C., D. Angermann, M. Becker, P. Neumaier, R. Noomen, E. Reinhart, W.J.F. Simons, C. Vigny, A. Walpersdorf, P. WILSON

Abstract: The GPS measurements acquired in the framework of the GEODYSSEA project have been processed by four different analysis groups, using various software packages and applying different analysis strategies. The data were collected during two 5-day campaigns in November/December 1994 and in April 1996. The main network consists of 41 designated GEODYSSEA stations covering the region of the triple junction of the Eurasian, Philippine and Indo-Australian tectonic plates. In addition, data were used from 4 more stations on the Indo-Australian plate and from 5 IGS stations around the area. The computations resulted in four independent series of unconstrained daily station coordinate solutions for the complete network. Day-to-day repeatability of the coordinates was found to be of the order of 3 to 5 mm for the north and east components and 9 mm for the vertical. In the following step, these results were merged into separate combination solutions for each of the two campaigns. This was done in a careful analysis and weighting process, using special software. It provided a unique possibility to cross-check the performance of the different software packages and to identify anomalous results in the individual solutions. Allowing for systematic effects, the various solutions were found to be quite consistent, the rms differences being even less than the day-to-day repeatability, i.e. 2.5, 4 and 7 mm, respectively. Finally, a kinematic model for the motion of the stations was derived from the differences in the station coordinates between the two combined solutions. The observed displacements range from a few millimeters up to more than one meter. Although the results are only based on two campaigns, the accuracy appears to be remarkably good. An important indication for this is the strong coherence between the recovered velocity vectors of individual stations located on the same tectonic block. Also, for the more stable regions the observed horizontal motions are in close agreement with the motions predicted by global plate tectonic models. The overall uncertainty of the horizontal velocities is estimated to be about 2 - 3 mm/yr. The results provide significant new information on the precise location of the active plate boundaries, deformation processes in the Sulawesi region and tectonic activities in the Philippine archipelago. Also, several 'anomalies' in the results have been related to earthquakes in the vicinity of some of the stations during the one-and-a-half year interval between the observations. The coordinate solutions and velocity fields described in this paper represent the 'official' final geodetic results of the GEODYSSEA project.


PAPER 10

A FIRST ORDER STUDY OF THE INDIAN AND AUSTRALIAN PLATES

by Russell Tiessler and Peter Morgan

Abstract: The tectonic history of Australia and India is quite different although both areas were part of the Gondwana super continent that split away from Antarctica. The rates of the fragments have accelerated and decelerated over time as various obstacles slowed each of the components. In developing the current tectonic model the early model lumped these two fragments together. The common name being the Indo-Australian Plate although many referred to the plate as either the Australian or Indian plate. Kinematic plate models now differentiate between the two plates. This study seeks to delineate the deformation zone between the Australian and Indian plates and precise estimates of the Euler pole from GPS observations. This has been done by computing velocity vectors and closure/extension vectors for a number of stations on both plates including stations in the Maldives and at Diego Garcia, both generally thought to be close to transition zones between the two plates. Both the Maldives and Diego Garcia are new stations with the former only having intermittent occupations. However these stations in conjunction with stations on the African plate and the principal blocks of the Australian and Indian plates as well the South East Asian craton of the Eurasian plate enable the boundary to correctly placed and the appropriate Euler rotation rates to be determined.


PAPER 11

INVERSION OF THE GEODYSSEA RELATIVE DISPLACEMENTS INTO STRAINS, INCREMENTAL ROTATIONS AND SLIP ON ACTIVE FAULTS

by M.C.J. Nyst, W. Spakman, W.J.F. Simons, B.A.C. Ambrosius

Abstract: We are currently developing a new inversion method, which allows a joint estimation of the deformation gradient field and the slip on active faults from geodetic displacement data. From the deformation gradient field the elastic strain and incremental rotations can be easily computed. The method is based on an integral formulation of relative base-line displacements. The novelty of the method is that it allows estimates of continuous (e.g. elastic) deformation in crustal blocks and at the same time of slip on faults bordering the crustal blocks. Further, the method is unbiased with respect to the relation between fault slip and crustal strain, e.g. it does not invoke elastic dislocation models for fault slip. At present the method is being tested, studied and refined using synthetic models and synthetic data. We intend to apply the new inversion method to the relative displacement data available from the GEODYSSEA project. The results will be presented at the meeting.


PAPER 12

THE ASIA AND THE PACIFIC REGIONAL GEODETIC NETWORK

by Ramesh Govind

No abstract available


PAPER 13

EARTHQUAKE REFORMATION DERIVED USING GPS: EXAMPLES FROM SE-ASIA, CENTRAL ASIA AND THE ANDES

by G.W. Michel, D. Angermann, J. Klotz, C. Reigber, H. Schelle and P. Wilson

No abstract available


PAPER 14

ONGOING ACTIVITIES IN CHINA

by Ye Shuhua

No abstract available


PAPER 15

DATA EVALUATION OF THE RED-RIVER GPS CAMPAIGNS IN VIETNAM

By M. Becker, P. Neumaier, E. Reinhart, Nguyen Trong Yem, Duong Chi Cong, To Linh, Tran Dinh To

No abstract available


PAPER 16

INDONESIAN RESEARCH ON GEODESY AND GEODYNAMICS: STATUS AND ITS DEVELOPMENT

By R. Matindas

No abstract available


PAPER 17

CRUSTAL DEFORMATION IN THE INDONESIAN ARCHIPELAGO BY GPS

by Yehuda Bock

Abstract: Annual GPS fields campaigns were organized across the Indonesian archipelago by Scripps Institution of Oceanography (SIO), Rensselaer Polytechnic Institute (RPI), and the National Coordination Agency for Surveying and Mapping (BAKOSURTANAL), and in Australia by Univ. of New South Wales (UNSW), between 1989 and 1994. Crustal deformation results inferred from site velocity estimates are summarized. We discuss (1) Pacific-Australia plate boundary deformation in Irian Jaya (Puntodewo et al., 1994), (2) convergence across the Java trench (Tregoning et al., 1994), (3) accretion of the southern Banda arc to the Australia n plate boundary (Genrich et al., 1996), (4) interseismic strain segmentation at the Sumatran subduction zone (Prawirodirjo et al.,1997),(5) relative motion of the Sunda Shelf block with respect to Eurasia (Calais et al., 1997), (6) Australia-Eurasia collision at the Banda arc (Calais et al., 1997), and (7) strain partitioning and oblique convergence in Sumatra.


PAPER 18

SUNDALAND MOTION DETECTED FROM GEODYSSEA GPS MEASUREMENTS: PART I - IMPLICATIONS FOR MOTION AT SUNDA TRENCHES

by N. Chamot-Rooke, C. Vigny, A. Walpersdorf, X. Le Pichon, P. Huchon and C. Rangin

Abstract: The deformation pattern obtained from GEODYSSEA GPS measurements shows that a set of stations located in Vietnam, Malaysia, Borneo, Eastern Sumatra and Java have small relative motions. To a first approximation, these stations belong to a rigid block hereafter called the "Sundaland block". Since Sundaland stations are tied to stations belonging to different tectonic plates, GEODYSSEA solution can be used to constrain the kinematics of this block with respect to surrounding plates. We first put GEODYSSEA solution in an Australia reference frame by minimizing the misfit with NUVEL-1A global plate model at Australian sites (COCO, KARR, YAR1, WAME and TIDB). The residual motion (adjusted solution versus NUVEL-1A) is small for all stations (within one to two sigma's) except for TIDB (Tidbinbilla) on the Eastern coast of Australia. We then invert the motion at 12 Sundaland stations (in the adjusted solution) and find that the Sundaland block is rotating clockwise with respect to Eurasia around a pole located South of Australia. The motion is towards ENE and is ranging from 1.2 cm/yr to 2.2 cm/yr from Eastern Java to Northern Sumatra. The mean residual motion (adjusted rigid rotation versus observed vectors) is about 3 mm/yr and the azimuth is adjusted within less than 10 degrees. We discuss the implications of this Sundaland motion for the subduction of Indian and Australian plates beneath Java and Sumatra. Slip vector azimuths of interplate thrust earthquakes along the Java trench consistently show a 10 degrees westward deviation with respect to the predicted NUVEL-1A Australia-Eurasia motion. This discrepancy is fully resolved if Sundaland motion is included. Subduction velocity is reduced along the entire subduction system with respect to NUVEL-1A predictions. In an India reference frame, Sundaland is moving due south so that the motion is pure dextral strike-slip north of Sumatra. The predicted velocity of India at the latitude of Myanmar is close to the rate of opening of the Andaman Sea, suggesting low subduction rate along the Andaman front.


PAPER 19

PRESENT-DAY PLATE MOTIONS IN THE PHILIPPINES INTERPRETATION OF GPS RESULTS OF GEODYSSEA

by M. Aurelio

No abstract available


PAPER 20

SUNDALAND MOTION DETECTED FROM GEODYSSEA GPS MEASUREMENTS : PART II - RELATIVE MOTION OF SUNDALAND AND SOUTH CHINA BLOCKS; IMPLICATIONS ON INDIA/EURASIA COLLISION AND ON THE TECTONICS OF TAIWAN

by X. Le Pichon, N. Chamot-Rooke, C. Vigny, A. Walpersdorf, P. Huchon and C. Rangin

Abstract: In part I, we have defined the motion of the Sundaland block with respect to Eurasia. We compare this motion to the motion of the South China block with respect to Eurasia as defined by Holt et al. (1995). We note that the motion predicted by Holt et al at Shanghai is on excellent agreement with the recent VLBI solution of Heki (1996) and that the motion predicted at Taipei also agrees with the Geodyssea solution there. The results of local GPS measurements at Taiwan by YU et al. (1995) confirm that Taipei belongs to the main South China block. We then note that the pattern of motion revealed is such that the boundaries, between India and Sundaland on the one hand and between Tibet and South China on the other hand, are purely transform along a N/S direction. In other words, the eastward component of motion of the indenter is compensated by an equal eastward component of motion of the South China and Sundaland blocks. The poles of motion are situated in such a way that this eastward component is maximal at the latitude of the eastern Himalayan syntaxis and decreases northward and southward. Thus Taiwan is now situated at the latitude of maximal eastward velocity. We discuss the geodynamic implications of these kinematics on the tectonics of Taiwan based on the relative motion history between the Sundaland and South China blocks along their common Red River Fault boundary


PAPER 21

DISTRIBUTION OF DEFORMATION ACROSS THE SUNDALAND / PHILIPPINE SEA PLATE BOUNDARY FROM GPS RESULTS

by Rangin Claude, M. Pubellier, C. Vigny, X. Le Pichon, M. Aurelio, R. Quebral and. A. G. Bader

Abstract: Convergence between rigid Sundaland and the Philippine Sea plate (PSP) is distributed across a 600 km wide zone including the stretched continental margin and the Sulawesi - Luzon deformed volcanic belt. GEODYSSEA simple baselines study indicate a variation from South to North (Philippines / Molucca / Sulawesi) of the location of maximum shortening. • Across the northern Philippines, 70% of the shortening is absorbed along the Manila Trench/Philippine fault system, the remaining being accommodated along the northern segment of the Philippine trench. • Across the central Philippines, the Manila trench is pinned and 70% of the convergence is absorbed along the Philippine trench. There, 30% corresponds to thrusting and folding in the Visayas. • In the Southern Philippines 30% is also taken across Mindanao and another 25% along the Negros - Sulu trench, allowing only 45% of convergence along the Philippine trench. The Molucca Sea accommodates 75% of the convergence within a less than 250 km wide zone. Taking into account the 25% of the Negros - Sulu trench, the Philippine trench is inactive and the Celebes sea floor may be considered rigid. South of the Molucca Sea the effect of the PSP convergence with Sundaland is transmitted trough Australian microblocks (Sula - Buton) to the North Sulawesi trench, and to a lesser extend to the Makassar strait, accommodating 4.5cm/y and 1.2cm/y respectively. At this latitude a minor but geologically significant part of the shortening is absorbed as far as 1000km from the PHSP in the Crocker belt of Brunei. Differential motion across this wide deformed zone individualize segments separated by transfer zones (Southern Luzon, Cotabato, Sorong - Palu).


PAPER 22

ACTIVE FAULTING IN CENTRAL SULAWESI (EASTERN INDONESIA)

by Olivier Bellier, Michel Sebrier, Thierry Beaudouin, Michel Villeneuve, Eka Putranto, IR Wan Bahar, and Indyo Pratomo

Abstract: In the framework of the GEODYSSEA program (an EU-ASEAN program of SE Asia GPS survey) a subprogram was set up to study the active tectonics of the Central Sulawesi fault system, in eastern Indonesia. This system consists of complex distributed left-lateral strike-slip fault zones located within a triple junction area between three tectonic plates: the Pacific, Indo-Australian, and Eurasian plates. Seismicity in Central Sulawesi documents shallow earthquakes located on and around the Central Sulawesi faults. To characterise the active fault trace geometry and to localise the high seismic potentiality zones, we analyse SPOT images covering Sulawesi. This analysis shows, from west to east, the occurrence of two major active fault zones: The NNW-trending Palu-Koro and the WNW-trending Matano fault zones. However, deformations are distributed on three fault zones in the east-central part and SE arm of Sulawesi. The northernmost segments of the Palu-Koro zone appears geomorphologically more active and bounds the western part of Palu basin. Study of the Palu-Koro segments evidences late Quaternary left-lateral geomorphologic feature offsets ranged between 50 and 600 m (streams, alluvial fans, etc.), as well as faceted spurs, shutter ridges and 300-400 m high triangular and trapezoidal facets. The western edge of the Palu basin is controlled by a N-trending 2000-2500 m high escarpments. The significant dip-slip component of the Present-day faulting is confirmed by Quaternary uplifted marine and alluvial terraces that reach up to 200 m high. Thus, these geomorphologic characters evidence combined strike-slip and normal faulting for the Palu-Koro fault Present-day activity. This transtensional tectonic regime has been confirmed by the fault slip-vector analyses. We perform an along strike survey of the Sulawesi faults analysing and dating fault offsets to subsequently determine fault long-term slip-rate. Datings were done using the U/Th and ESR methods on the offset marine terraces. In addition, fission track analysis applied on granodiorites which form the escarpment should constrain the vertical slip rate. To define precisely the Late Quaternary seismic history, we excavated seven trenches across the North Palu-Koro fault zone which exposed paleosoils and colluvial wedges in fault contact with a poorly weathered alluvial bedrock. This indicates the occurrence of seismic event during the Late Quaternary, even if the seismic history did not report any earthquake around the Palu zone.


PAPER 23

GPS OBSERVATIONS OF THE TECTONIC ACTIVITY IN THE TRIPLE JUNCTION AREA IN INDONESIA

by Andrea Walpersdorf and Christophe Vigny, Luhut Parluhutan, Cecep Subarya and Sobar Sutisna

Abstract: The point of convergence of three major tectonic plates (the Eurasian, the Philippine and the Australian plate) is situated in Indonesia. The relative plate velocities are estimated by NUVEL1 to 7 to 8 cm/yr. The complex tectonic mechanism of the triple junction has been observed during a two years time span on the GEODYSSEA network, including some densification points, and on a local subnetwork. A remeasurement of a local subnetwork confirms a high degree of deformation in the contact zone between the 3 plates. The deformation in this area is analysed in terms of rigid blocks rotation and deformation. The influence of 2 large earthquakes in the area (Mw = 7.8 01/01/96 and Mw = 7.0 22/07/96) on the motion of the Tomini station (North Sulawesi) is also discussed. The block movement is also constrained by observations on the main fault system on its western limit, the Palu-Koro fault. Previous studies predict left lateral movements of up to 5 cm/yr (Silver et al., 1983). The GPS measurements on a transect across this fault show a present day left lateral displacement of 3 cm/yr. The observations on the intermediate stations help constrain the localisation of the deformation and the locking depth of the main fault. Geomorphological observations show clear traces of active opening in the Palu fault zone. The GPS measurements will be able to confirm if the opening corresponds to the present day activity of the fault.


PAPER 24

INSTANTANEOUS AND FINITE KINEMATICS IN THE NORTHERN ARM OF SULAWESI

by Andrea Walpersdorf, Christophe Vigny, Claude Rangin, Herve Bellon, and Bambang Priadi

Abstract: Geodetic data acquired in the Northern Arm of Sulawesi are compared with the geologic and paleomagnetic data obtained in North Sulawesi and the Celebes Sea. The objective of this study is to try to extrapolate the instantaneous motions measured by GPS to the finite motion deduced from paleomagnetic and geological arguments. The instantaneous motion in Sulawesi reveals in between 2.5 cm/yr and 5 cm/yr of relative displacement on the Palu-Koro fault. Paleomagnetic data collected in the Northern Arm (Surmont et al., 1995) show a 20 degree semi-rigide rotation of the Northern Arm with a pole located right North of Manado, and this since 5 million years. This suggests around 150 km of left lateral displacement along the Palu-Koro fault and consequently a velocity of 3 cm/yr. This fits quite well the 4 years average instantaneous motion obtained by GPS on this fault. A higher relative displacement on the Palu fault is given by the asymmetric magnetic anomaly of the Celebes Sea. It implies that 200-250 km of oceanic crust was subducted along the North Sulawesi Trench. The time interval of rotation of the Northern Arm could be reduced by radiometric data on the calc-alcalic-potassic volcanisme in West Sulawesi which continues up to 2 million years. If this valcanisme is present in the Northern Arm, the long term velocity on the Palu-Koro fault, which is offsetting this volcanisme, could be higher by a factor of two. Although on the upper boundary, this estimate could still be compatible with the rates inferred from recent GPS measurements.


PAPER 25

EASTERN INDONESIA EVOLUTION SINCE THE LATE EOCENE

by Villeneuve M., J.P. Rehault, J.J. Cornee, W. Gunawan, J. Girardeau, A.H. Harsolurnakso, C. Honthaas, J.A. Malod, and C. Monnier

Abstract: Since the late Eocene time, the eastern part of Indonesia which is located at the triple junction of the Asiatic, Australian and Pacific plates, has undergone several geodynamic changes within a large convergent tectonic regime. During the Oligocene time, the Banda block which is a large continental fragment drifted away from the Gondwana by the Jurassic time, reached the Asiatic margin in the Sulawesi Island. A part of Asiatic marginal basins (Celebes sea) were directly abducted onto the Northern part of this Banda block. By the early Miocene, due to local collapses, several graben like basins developed in the Sulawesi Island and Banda block. By the middle Miocene, the Tukang Besi block moving from the East, collided the southern part of the Banda block. By the late Miocene and the early Pliocene, the new block including the formers Banda and Tukang Besi blocks was dismembered and large basins have occurred (for example Banda sea North and South). By the mid Pliocene, these basins began to close meanwhile the Bangai Sula block, coming from the East, reached the Eastern part of Sulawesi. To the Southern part, the Australia continent collided the Banda/Tukang Besi block mainly in Timor Island. The late Pliocene is a period of molassic deposition mainly around the mid Pliocen collisions zones. During the Holocene, the Northwestward motion of the Australian continent is the main factor of tectonic changes in the eastern part of Sulawesi. This scenario shows rapid changes from extensional to compressional regimes. GPS measurement will allow us to understand and to quantify the present day tectonic changes in this far east country.


PAPER 26

MONITORING THE DEFORMATION OF MT. GUNTUR, INDONESIA, USING REPEATED GPS SURVEY METHOD : PRELIMINARY RESULTS

by Hasanuddin Z. Abidin, Ony K. Suganda, Mipi A. Kusuma, R. Sukhyar, J. Kahar

Abstract: Indonesia is decorated with 129 volcanoes, where 80 of them are the type A volcanoes. Since quite many peoples are living around and closed to these volcanoes, the volcano monitoring is absolutely very important matter to Indonesia. Several methods have been used in monitoring the volcanoes in Indonesia, which one of them is the deformation method. This deformation method is usually implemented by utilizing the terrestrial measurements of distances and height differences. With the wide spread use of GPS (Global Positioning System), the GPS-based volcano deformation monitoring system is now started to be implemented in Indonesia. This paper will describe the use of Repeated GPS Survey Methods for monitoring deformation of Mt. Guntur, a type-A volcano which is located about 60 km South-East of Bandung, the capitol city of West Java, Indonesia. The GPS deformation monitoring network consists of seven points covering the volcano and its surrounding area, and it is planned to be observed several times with a time interval of about three months between two consecutive surveys. The preliminary results of deformation analysis based on two epochs observation of this GPS monitoring network will be presented and discussed in this paper. The operational constraints experienced during the establishment and observation of this GPS monitoring network will also be explained. Some conclusions and recommendations will also be given.


PAPER 27

PEAK GROUND ACCELERATION OF MALAY PENINSULA DUE TO LONG-DISTANCE EARTHQUAKES

by Tso-Chien PAN and Jichun SUN

Abstract: In this paper the potential ground motion at three geographic points on Malay Peninsula due to long-distance Sumatra earthquakes is investigated, following the probabilistic seismic hazard assessment approach. The case investigated differs from a conventional one, in that no attenuation equations are available for long-distance earthquakes. Firstly, the attenuation relationships developed for other regions of the world are reviewed. It is found that the existing attenuation equations, when extrapolated to long-distance earthquakes, tend to underestimate peak ground accelerations (PGAs). By comparing with the PGAs recorded by Japan Meteorological Agency stations at long distance for major Japan earthquakes, one attenuation equation is selected for this study. With the chosen attenuation equation, the probability of PGA exceeding certain levels for various exposure periods of time at the three geographic points is the computed. At the northern, central and southern points along the west coast of Malay Peninsula, there is a 10% probability in 50 years for the peak ground acceleration at rock sites to exceed 1.7% g, 2.5% g, and 1.1% g respectively.


PAPER 28

GPS MEASUREMENT FOR GEODYNAMIC MONITORING IN WEST JAVA

By Bambang Setyadji

Abstract: Two geological structures are predominant in West Java, Indonesia, that are Cimandiri fault and Lembang fault. These faults are highly assumed as one of the compensation of the subduction system of the Indo-Australia plate beneath the Eurasian plate at south of Java Island. Some GPS campaigns have been done several times since 1992. Every measurement is done at about 14 stations which are designed to observe the "behavior" of these two faults. The western part of the network covers the Cimandiri faults meanwhile the eastern part is related to the study of Lembang Fault. The 1994 campaign gave a baseline accuracy below 3mm using Lc processing algorithm. The three days repeatability shows the variation of baseline length at about 40mm. Displacement vectors which are derived from 1993 and 1994 campaign show that the CIAWI point moves nearly to the North-East direction (103mm E, 193mm N) and the TUGU point nearly moves to the East (97mm E, 1mm N) relative to ITB1 Point. The resulted displacement vectors show that there is a compressing force process from the south in this area, which is considered to be in agreement with the global tectonics. The GPS network has been expanded southernly to a volcano area, the Mt. Guntur. The first Campaign for this network has been done on November 1996.


PAPER 29

CREATION OF GEODETIC SCIENTIFIC NETWORK IN EAST MALAYSIA USING RESULTS OF GEODYSSEA CAMPAIGNS

by Dr. Majid Kadir, Samad Abu, Azhari Mohamed, Soeb Nordin

Abstract: 1n 1995, the Department of Survey and Mapping Malaysia (DSMM) has embarked a GPS observation campaign using four Trimble 4000SSE dual frequency GPS receivers in an effort to provide a modern and precise reference frame for East Malaysia. The objectives of this campaign were to establish a new GPS network with a relative accuracy of better than 1 ppm, to analyse the existing geodetic network and to densify control points for the purpose of production of topographical maps. A total number of 171 stations which consist of 6 existing Doppler, 73 existing triangulation and 92 new GPS stations have been observed during the campaign. The Trimble GPSurvey processing software with broadcast and precise ephemerides were used to process the acquired GPS data . The GEOLAB Network Software were used to adjust the network in the constrained adjustment. The coordinates obtained from the Squadron of Technical Royal Engineers (STRE) GPS campaign in 1994 were used for the fixed stations. In order to relate the network to the International Terrestrial Reference Frame (ITRF), the coordinates of the fixed points were obtained from the results of the GEODYSSEA campaign. This paper presents the results of the processing, adjustment of the GPS campaign and the establishment of a first-order network for East Malaysia. Comparisons were made between the results of the processing using broadcast and precise ephemerides and the two adjustment.


PAPER 30

TOWARDS VISION 2000 - A FUTURE GEOCENTRIC GEODETIC DATUM AND REDEFINATION OF THE VERTICAL DATUM FOR PENINSULA MALAYSIA?

by Zarina Ahmad-Berger, Chris Rizos, A. H. W. Kearsley

Abstract: This paper attempts to raise questions, assess the situation and set the scene on the feasibility of implementing a Zero-order Network, the necessity of redefining the vertical datum and the possibility of providing a direct link between the geodetic network and mean-sea-level, in the first instance, for Peninsula Malaysia. In addressing these issues, the applicability of GPS in its state-of-the-art form are reviewed and assessed in terms of technology configuration, operational issues, quality control and institutional issues. Some results from the investigations of the Malaysia Height Datum Project carried out at UNSW are discussed, and the validity of the existing vertical datum for Peninsula Malaysia is appraised. The relevance of establishing a Zero-Order GPS Network in Peninsula Malaysia, given the current situation that the datum adopted is only "quasi-WGS84" is accentuated. Both satellite datums (WGS84 and ITRF) are purely a geometrical system, with no deflection of the vertical or geoid information (ie no vertical datum in the satellite datums). In this case, how could GPS complement the process of vertical datum determination? This is only one of the many issues being looked at. Considerable Research and Development (R&D) is needed not only to assess the requirements and impact of a transition to a new datum for the surveying, GIS and mapping communities, but to also better understand the current expertise of the local organisations in satellite positioning technology, such as the NAVSTAR Global Positioning System, to be able to provide sufficient training and education. The R&D and output from this project will provide invaluable experience in developing a conceptual framework, workable methodology, strategic procedures and training modules, applicable not only in Malaysia, but also to other developing countries in the South East Asian region.


PAPER 31

LOW-COST DENSIFICATION OF PERMANENT GPS NETWORKS FOR NATURAL HAZARD MITIGATION

by Chris Rizos, Shaowei Han, Craig Roberts

Abstract: Crustal deformation is a phenomenon ideally suited for study using GPS. An experiment can be devised in order to measure the rate of deformation, by using GPS to measure the change in length (as well as height difference and orientation) of baselines connecting receivers in a carefully monumented ground network. This is done by repeatedly measuring the same baseline components to an accuracy commensurate to, but preferably much higher than, the expected baseline component changes. Such GPS techniques are based on the "campaign" principle : the periodic (often annual) re-survey of a network of control points. After several years, the rate of shortening, or lengthening, of the baseline components can be reliably estimated. In the past half decade or so there has been increasing interest in the use of permanent, continuously operated GPS stations, and a small number of continuous networks have been deployed in the USA, Japan, Canada and several other developed countries for large scale crustal motion studies. An important justification for permanent arrays is that natural hazards research will be furthered because of the continuous measurement of a deformation phenomenon, rather than a periodic measurement. However, only Japan has it been possible to establish a country-wide continuous GPS network to support seismic research, and ultimately contribute to hazard mitigation through the implementation of an earthquake warning system. Even with such a dense network of high quality dual-frequency GPS receivers as established by Japan's Geographical Survey Institute, the station separation is of the order of 15km or more. There are, however, applications of GPS deformation systems which require receiver densities of the order of just a few kilometres. Furthermore, the high cost of such GPS systems means that most countries cannot possibly afford to establish such systems. Applications of permanent GPS arrays include monitoring of volcano flanks, micro-faults, ground subsidence due to underground mining or fluid extraction, slope stability, and even engineering structures such as dams, etc. Therefore the cost of an automatic, continuously operating GPS array system must be reduced significantly (ideally by at least a factor of five to ten) if the technology is to contribute to hazard mitigation. This paper described design for a Permanent Automatic GPS Array System which is a significant advance on earlier designs. The basis of the design is to deploy a mixed network consisting of a large number of low-cost GPS receivers across the area of interest, each costing around US$3,000 each, surrounded by a small number of dual-frequency GPS receivers. Through the application of innovative operational strategies and data processing algorithms, the network will be able to deliver centimetre level accuracies (or better), at considerably lower cost.


PAPER 32

CONNECTION OF THE INDONESIAN GEODETIC REFERENCE SYSTEM TO THE ITRF-94 SYSTEM AND ITS QUALITY MEASURES

by Sobar Sutisna

No abstract available


PAPER 33

IFAG PERMANENT GPS NETWORK ACTIVITIES AND THEIR IMPLICATIONS TO GEODYSSEA FOLLOW ON PROJECT

by E. Reinhart, M. Becker, H. Seeger, and G. Weber

Abstract: The Institute of Applied Geodesy (IfAG) presently maintains more than 10 permanent GPS sites and contributes to the IGS and the EUREF activities in view of the definition and monitoring of the geodetic reference frame as well as of the monitoring of geokinematics. A network of about 20 permanent stations for the realisation of a reference frame in Germany and the monitoring of its stability is being installed presently. The data of a regional sub-network of 13 stations as densification of the IGS in EUROPE is analysed regularly on a daily basis at IfAG. The experiences of this analysis are presented and the results are discussed with respect to the development of a permanent network as required for the densification of the IGS in the area of South-East Asia with respect to the active geokinematics in this area and the reference frame realization.


PAPER 34

DENSIFICATION OF REGIONAL GPS NETWORK - THE FUTURE OF GEODYSSEA

by P.A. Cross

Abstract: Regional GPS networks are important for a number of reasons. The most obvious of these is that they can give information on the overall deformation of the region in question and so help to refine regional tectonic models - especially regarding the exact nature and location of plate boundaries. It is the case, however, that in most parts of the world such networks mainly confirm theories already developed from other (largely seismic and geological) evidence, i.e. they add little that is intrinsically new. Of course they do help to assess current levels of activity by allowing comparisons between current motions and those over geological timescales and they also perform a useful geodetic role (in defining deforming reference frames). Their real value is that they can form a framework for future densification and it is these more dense networks that have the potential for real practical benefit. In particular they can be used (in conjunction with other data sources) for a variety of environmental monitoring applications - including seismic hazard monitoring, global warming (through sea level rise), weather forecasting and transport of pollutants. Such monitoring actually requires a dense network of permanently located and recording GPS receivers something that is currently probably beyond the financial resources of most of the publicly funded bodies charged with the monitoring of such environmental phenomena. This paper summarises the environmental benefits of permanent networks and offers partial, and less expensive, solutions (especially for the case of seismic hazard assessment) for regions such as SE Asia. These solutions are based on continuously observing mobile GPS receivers and either point-positioning type solution strategies or more formal IGS regional solutions.


PAPER 35

APSG AND GEODYSSEA

by Ye Shuhua

No abstract available


PAPER 36

SOUTH EAST ASIA/ASIA-PACIFIC GPS ACTIVITIES AND THE IGS

by Ruth Neilan and Jim Zumberge

Abstract: Within this venue of 'Geodyssea,' it is appropriate to consider the longer term benefits of the IGS to South East Asia/Asia-Pacific GPS applications. Similarly, it is timely to encourage greater participation of these groups within the IGS to strengthen the international infrastructure and to foster multi-national cooperation in this region. We will provide an overview of the IGS, our data products and resources available to users, and how to access this information. New activities of the IGS will be described such as densification of the ITRF, aspects of the March, 1997 sea level monitoring workshop at JPL, and efforts to support ionospheric studies. How the above activities relate to South-East Asian projects will be addressed.