首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >Kinematic analysis of fractures in the Great Rift, Idaho: Implications for subsurface dike geometry, crustal extension, and magma dynamics
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Kinematic analysis of fractures in the Great Rift, Idaho: Implications for subsurface dike geometry, crustal extension, and magma dynamics

机译:爱达荷州东非大裂隙的裂缝运动学分析:对地下堤防几何,地壳伸展和岩浆动力学的影响

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Extension across the southern Great Rift of the Eastern Snake River Plain (ESRP), Idaho, was measured to calculate the dimensions of underlying dikes and interpret magmatic and extensional processes. Cumulative rift-perpendicular extension ranges from 0.64 to 4.50 m along the 14 km long Kings Bowl segment, from 1.33 to 4.41 m along the 14 km long New Butte segment, and from 0.74 to 1.57 m along the 4 km long Minidoka segment. Along strike of each segment, extension increases toward coeval vents. Each rift segment is interpreted to be underlain by a subsurface dike, whose dimensions are calculated using buoyancy equilibrium and boundary element models. Dikes are calculated to have tops that are 950–530 m deep, bottoms that are 23–31 km deep, and widths that taper to zero from a maximum of 2–21 m. Modeling suggests that the Kings Bowl dike has a maximum probable width of ~8 m and a volume of ~2 km3, about 400 times the volume of its coeval lava flow. Dike widths and ages at the southern Great Rift provide evidence for a Holocene ESRP strain rate of about 1 to 3 × 10?16 s?1, which is as much as an order of magnitude slower than strain rates in the adjacent, seismically active Basin and Range province. Eruptive fissures are present where rift width is <1650 m. This corresponds to a depth to dike top of <700 m, which we propose was the depth where vesiculation initiated, thus increasing magma pressure and inducing eruption.
机译:测量了爱达荷州东部蛇河平原(ESRP)南部大裂谷的延伸量,以计算潜在堤防的尺寸并解释岩浆和延伸过程。沿14 km长的Kings Bowl段的累计裂谷垂直延伸范围为0.64至4.50 m,沿14 km长的New Butte段的累计裂谷垂直延伸范围为1.33至4.41 m,沿4 km长的Minidoka段的累计纵裂范围为0.74至1.57 m。沿着每个部分的走向,延伸量向着前期通风口增加。每个裂谷段都被解释为有地下堤坝,该堤坝的尺寸是使用浮力平衡和边界元模型来计算的。经计算,堤防的顶部深度为950–530 m,底部深度为23–31 km,宽度从最大2–21 m逐渐减小为零。模型表明,国王碗堤防的最大可能宽度为〜8 m,体积为〜2 km3,约为其同期熔岩流体积的400倍。东非大裂谷南部的堤防宽度和年龄为全新世ESRP应变速率约1至3×10?16 s?1提供了证据,该速率比相邻地震活跃盆地中的应变速率低一个数量级。和范围省。在裂谷宽度<1650 m处存在喷发裂缝。这对应于堤防顶部<700 m的深度,我们建议该深度是泡囊化的起始深度,从而增加岩浆压力并诱发喷发。

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