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41.
地震-重力联合反演可以降低多解性，针对大勘探范围内岩石波速-密度关系存在较大散布的问题，引入交叉梯度结构约束构建统一的目标函数是一种有效的解决方案。利用台湾海峡南部HX-13测线进行验证：由于火成岩侵入体的存在，部分区域难以拾取可靠的地震初至，常规的走时反演无法准确恢复基底面的形态。搜集研究区的船测重力资料，根据地震地质条件和数据特点设置合适的反演参数，实现基于物性和结构双重约束的重力-地震联合反演。由对反演结果的分析和解释可以看出，该方法可在很大程度上弥补地震数据不完备的缺陷，使反演过程稳定，并提高模型的可靠性。 相似文献
42.
为探究Toll样受体2(Toll-like receptor 2,TLR2)及下游免疫分子对瓦氏黄颡鱼(Pelteobagrus vachellii)机体的保护作用,本研究采用RT-PCR及RACE法获得瓦氏黄颡鱼TLR2全长c DNA(2611bp),编码789个氨基酸残基,含有10个富含亮氨酸的重复序列(Leucine Rich Repeat,LRR)和Toll/IL-1R(Toll/IL-1 Receptor Domain,TIR)同源区结构域,属I型跨膜受体。序列同源性比对发现,瓦氏黄颡鱼TLR2 c DNA与斑点叉尾、鲤及虹鳟的同源性分别为78%、62%及49%。系统进化树分析表明,瓦氏黄颡鱼TLR2与斑点叉尾聚为一支。q RT-PCR分析表明,TLR2 m RNA在检测的组织中均有表达,且在头肾和脾脏中表达水平显著高于其他组织(P0.05)。嗜水气单胞菌感染能显著上调瓦氏黄颡鱼肝脏、头肾及脾脏中TLR2 m RNA表达(P0.05),分别在24h、48h及12h达到最大值。头肾中的TLR 2信号通路下游的髓样分化因子、半胱氨酸蛋白酶8、核转录因子kappa B、肿瘤坏死因子α、白细胞介素1βm RNA均显著上升(P0.05),分别在24h、12h、48h,48h和48h达到最大值。结果表明,嗜水气单胞菌感染激活了TLR2信号通路,通过上调表达,肿瘤坏死因子α,白细胞介素1β等。本研究表明,TLR2在瓦氏黄颡鱼抵御嗜水气单胞菌侵染的过程中发挥了重要的免疫作用。 相似文献
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44.
避难场所可达性是指避难场所与受灾居民之间的通达性,即灾害发生时,避难人员通过避难疏散通道到达避难场所的难易程度,是评价避难场所布局合理性的重要指标。本研究结合高斯两步移动搜寻法和网络分析法,从供需双向出发对村镇地区避难场所进行可达性分析。2种方法的结合,既充分考虑了需求点与设施点的相互作用,又充分考虑了设施点的吸引力随距离的衰减关系,并基于实际道路,以步行疏散时间作为搜索半径,降低了传统研究中因忽略供需间相互作用及实际距离而引起的可达性结果的误差。最后,以神农架松柏镇区为例,验证该方法的实际应用价值。结果表明,该方法能够有效测定村镇地区避难场所的空间可达性,同时,基于GIS软件可以直观地揭示研究区域内避难场所可达性空间分布差异。该方法可为制定科学的村镇防灾减灾规划提供方法支持。 相似文献
45.
岩相和储层物性参数是油藏表征的重要参数，地震反演是储层表征和油气藏勘探开发的重要手段.随机地震反演通常基于地质统计学理论，能够对不同类型的信息源进行综合，建立具有较高分辨率的储层模型，因而得到广泛关注.其中，概率扰动方法是一种高效的迭代随机反演策略，它能综合考虑多种约束信息，且只需要较少的迭代次数即可获得反演结果.在概率扰动的优化反演策略中，本文有效的联合多点地质统计学与序贯高斯模拟，并结合统计岩石物理理论实现随机反演.首先，通过多点地质统计学随机模拟，获得一系列等可能的岩相模型，扰动更新初始岩相模型后利用相控序贯高斯模拟建立多个储层物性参数模型；然后通过统计岩石物理理论，计算相应的弹性参数；最后，正演得到合成地震记录并与实际地震数据对比，通过概率扰动方法进行迭代，直到获得满足给定误差要求的反演结果.利用多点地质统计学，能够更好地表征储层空间特征.相控序贯高斯模拟的应用，能够有效反映不同岩相中储层物性参数的分布.提出的方法可在较少的迭代次数内同时获得具有较高分辨率的岩相和物性参数反演结果，模型测试和实际数据应用验证了方法的可行性和有效性. 相似文献
46.
伊犁盆地中部区域地处多个构造单元的交汇区，构造复杂，缺乏高精度地质资料，制约了对盆地构造演化的进一步认识.本文联合使用多种先验信息作为约束条件，利用高精度重磁数据反演获得了研究区地下海拔-10 km以浅的三维密度和磁性结构，增强了反演结果的可靠性.结果揭示以白石墩次凸为中心发育了一个"北断南超"的南西-北东向不对称型凹陷，北部沉积厚度大于南部；区内主要断裂具有高角度特征，生烃中心受断裂控制，阿吾拉勒山前凹陷浅部可能发育逆掩断裂；火成岩以侵入的基性火成岩为主，伴有部分喷出火成岩和中酸性火成岩. 相似文献
47.
重-磁-震联合反演是获取地壳结构的重要方法.此次研究，我们主要基于全球最新的水深、重磁异常、沉积物厚度等数据，结合实测地震数据和前人研究成果，分析了中国海-西太平洋地区的莫霍面展布特征，并利用重磁震联合反演方法获得了跨越中国海-西太平洋典型剖面的地壳结构和异常体分布，揭示了陆壳到洋壳的典型变化规律.结果表明，从浙江地区到马里亚纳俯冲带，地壳结构大致呈现由厚到薄、由老到新、由复杂到简单的特征.浙江地区（扬子块体和华夏块体）地壳结构复杂，三层结构明显，地壳内断裂带发育，并伴有广泛的岩浆侵入；东海地区莫霍面起伏剧烈，地壳厚度变化较大，冲绳海槽地壳明显减薄，是其过渡壳性质的体现；西菲律宾海盆、九州-帕劳海脊、帕里西维拉海盆、马里亚纳俯冲带等构造单元地壳结构相对简单，二层结构明显.其中，西菲律宾海盆和帕里西维拉海盆地壳内部磁异常变化较为剧烈，海盆扩张过程中形成的磁异常体分布广泛，地壳厚度（5~8 km）明显小于陆壳；九州-帕劳海脊地壳厚度可达~20 km，缺失中地壳，表现为岛弧地壳结构；同源的西马里亚纳岛弧和东马里亚纳火山弧地壳结构相似，浅层磁异常体分布广泛，西马里亚纳岛弧地壳厚度（~17 km）略小于东马里亚纳火山弧（~20 km），体现了裂离的不对称性；马里亚纳海槽具有正常的洋壳结构（~7 km），但扩张中心未发生明显破裂.对比各构造单元地壳结构的异同点，我们进一步认识到，陆壳与洋壳之间不是孤立的，陆壳可能会演化出洋壳的结构或组分，板块的演化总是处于动态循环过程中.此研究加深了我们对中国海-西太平洋深部构造特征的整体理解，促进了我们对大陆边缘演化与板块相互作用的认识，深化了我国管辖海域及邻近地区的基础地质调查. 相似文献
48.
On November 18, 2017, a MS6.9 earthquake struck Mainling County, Tibet, with a depth of 10km. The earthquake occurred at the eastern Himalaya syntaxis. The Namche Barwan moved northward relative to the Himalayan terrane and was subducted deeply beneath the Lhasa terrane, forming the eastern syntaxis after the collision of the Indian plate and Asian plates. Firstly, this paper uses the far and near field broadband seismic waveform for joint inversion (CAPJoint method)of the earthquake focal mechanism. Two groups of nodal planes are obtained after 1000 times Bootstrap test. The strike, dip and rake of the best solution are calculated to be 302°, 76° and 84° (the nodal plane Ⅰ)and 138°, 27° and 104° (the nodal plane Ⅱ), respectively. This event was captured by interferometric synthetic aperture radar (InSAR)measurements from the Sentinel-1A radar satellite, which provide the opportunity to determine the fault plane, as well as the co-seismic slip distribution, and assess the seismic hazards. The overall trend of the deformation field revealed by InSAR is consistent with the GPS displacement field released by the Gan Wei-Jun's team. Geodesy (InSAR and GPS)observation of the earthquake deformation field shows the northeastern side of the epicenter uplifting and the southwestern side sinking. According to geodetic measurements and the thrust characteristics of fault deformation field, we speculate that the nodal plane Ⅰ is the true rupture plane. Secondly, based on the focal mechanism, we use InSAR data as the constraint to invert for the fine slip distribution on the fault plane. Our best model suggests that the seismogenic fault is a NW-SE striking thrust fault with a high angle. Combined with the slip distribution and aftershocks, we suggest that the earthquake is a high-angle thrust event, which is caused by the NE-dipping thrust beneath the Namche Barwa syntaxis subducted deeply beneath the Lhasa terrane. 相似文献
49.
Forests in the Southeastern United States are predicted to experience future changes in seasonal patterns of precipitation inputs as well as more variable precipitation events. These climate change‐induced alterations could increase drought and lower soil water availability. Drought could alter rooting patterns and increase the importance of deep roots that access subsurface water resources. To address plant response to drought in both deep rooting and soil water utilization as well as soil drainage, we utilize a throughfall reduction experiment in a loblolly pine plantation of the Southeastern United States to calibrate and validate a hydrological model. The model was accurately calibrated against field measured soil moisture data under ambient rainfall and validated using 30% throughfall reduction data. Using this model, we then tested these scenarios: (a) evenly reduced precipitation; (b) less precipitation in summer, more in winter; (c) same total amount of precipitation with less frequent but heavier storms; and (d) shallower rooting depth under the above 3 scenarios. When less precipitation was received, drainage decreased proportionally much faster than evapotranspiration implying plants will acquire water first to the detriment of drainage. When precipitation was reduced by more than 30%, plants relied on stored soil water to satisfy evapotranspiration suggesting 30% may be a threshold that if sustained over the long term would deplete plant available soil water. Under the third scenario, evapotranspiration and drainage decreased, whereas surface run‐off increased. Changes in root biomass measured before and 4 years after the throughfall reduction experiment were not detected among treatments. Model simulations, however, indicated gains in evapotranspiration with deeper roots under evenly reduced precipitation and seasonal precipitation redistribution scenarios but not when precipitation frequency was adjusted. Deep soil and deep rooting can provide an important buffer capacity when precipitation alone cannot satisfy the evapotranspirational demand of forests. How this buffering capacity will persist in the face of changing precipitation inputs, however, will depend less on seasonal redistribution than on the magnitude of reductions and changes in rainfall frequency. 相似文献
50.
Ramin Vali Jie Li Gholamreza Shams Pieter van Gelder 《Marine Georesources & Geotechnology》2018,36(6):735-748
Evaluation of slope stability, especially in the absence of a proper bed such as marine soils, is one of the most important issues in geotechnical engineering. Using geogrid layers to enhance the strength and stability of embankments is regarded as a commendable stabilization method. On the other hand, groundwater level erratically fluctuates in coastal areas. Therefore, the aim of this research is to study the effects of groundwater level changes on stability of a geogrid-reinforced slope on loose marine soils in Qeshm Island, Iran. At first, geotechnical properties of the site were obtained by comprehensive series of geotechnical laboratory and in situ tests. Then, by simultaneous changes of groundwater level and several parameters such as embankment slope, loading, geogrid length, geogrid number, and tensile strength of geogrid, different characteristics such as embankment safety factor (SF), vertical and horizontal displacements at embankment top and embankment base were studied. It was observed that groundwater level had significant effects on behavior of the embankment. For most of the observations, by decreasing the groundwater level, the displacements decreased and consequently safety factor increased. Increasing the length, number, and tensile strength of geogrid led to the reduction of displacements and an increase in the safety factor. 相似文献