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Insights on the structure of Lusi mud edifice from land gravity data

机译:从陆地重力数据探讨鲁西泥大厦结构的见解

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Since May 2006, the active Lusi mud eruption has continuously erupted boiling mud. During the early stages of the eruption in 2006, previous gravity studies showed that the piling up of the mud constructed a large edifice that subsides within the unconsolidated sediment especially around a large area over the active crater. After ten years of continuous eruption, the size of the edifice has grown significantly over a surface framed by 10 m tall containment embankments. In 2015 and 2016, several land gravity surveys were carried out to investigate the structure of the mud edifice and the effect of local geological active features. The new residual Bouguer anomaly map, calculated for a reference density of 2670 kg m(-3), shows significant changes in the local gravity field in comparison to the previous 2006-gravity map survey. The new data set shows that the gravity decrease is generally restricted along the faulted and fractured zones, around erupting vents, and in the southern part of the mud edifice. Maximum gravity variations reach 1.4 mGal in some areas of the mud edifice. In the region outside the embankment, the gravity reductions are 0.6 mGal E-W and 1.0 mGal N-S. A second vertical derivative analysis of gravity data indicates that the mud edifice continues to pile up and subside mostly in the western and southern part of the edifice. Results of a 3D forward model of a vertical cylinder shape allowed characterising the extent of compacted material along the Watukosek fault system that originates from the neighbouring volcanic arc and crosses the mud edifice. Our results support the hypothesis of local pinched volume of mud ongoing between the subsided and uplifted masses of mud. The density of compacted mud breccia material increases between 16 and 27%. Gravity data also shows that the Lusi mud edifice is built over an extended NW-SE gravity increase, interpreted as a sediment density variation within the basin, and which is parallel to the trend of the Basin. (C) 2017 Elsevier Ltd. All rights reserved.
机译:自2006年5月以来,活跃的Lusi泥爆发不断爆发沸腾泥浆。在2006年爆发的早期阶段期间,以前的重力研究表明,泥浆的堆积构成了一个大型大厦,该大厦构成了在未溶解的沉积物内,特别是在有源火山口上的大面积周围。经过十年的连续喷发,大厦的大小在10米高的容纳堤的表面上显着发展。在2015年和2016年,进行了几种土地重力调查,以研究泥质大厦的结构和局部地质活动特征的影响。对于参考密度为2670kg m(-3)的新的残留bouguer异常图显示了与之前的2006年重力图测量相比局部重力场的显着变化。新的数据集表明,重力减少通常沿着故障和骨折区域限制,周围的爆发通风口以及在泥纱的南部。最大重力变化在泥纱的某些区域达到1.4 mgal。在堤防外的区域中,重力降低为0.6mgAl E-W和1.0mgAl N-S。重力数据的第二个垂直衍生物分析表明,泥质大厦在大厦的西部和南部的西部和南部大部分地堆积和消退。垂直圆筒形状的3D正向模型的结果允许表征沿Watukosek故障系统的压实材料的程度,从而源自相邻火山电弧并穿过泥茅大厦。我们的结果支持局部和上升泥浆之间造成局部泥浆的假设。压实泥浆Beccia材料的密度增加了16%至27%。重力数据还表明,Lusi泥大厦在延长的NW-SE重力上构建,被解释为盆内内的沉积物密度变化,并且与盆的趋势平行。 (c)2017 Elsevier Ltd.保留所有权利。

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