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16 pages, 12033 KiB  
Article
Natural Gas Enrichment Processes and Differential Accumulation Models in the Central Anticline Belt of the Xihu Sag, East China Sea Shelf Basin
by Yinshan Chang, Yiming Jiang, Jun Qin, Wenqi Chang, Zhiwu Xiong, Fujia Ji, Ruoyu Zhang and Zhiwei Zeng
Appl. Sci. 2024, 14(22), 10242; https://doi.org/10.3390/app142210242 - 7 Nov 2024
Viewed by 457
Abstract
The Central Anticline Belt of the Xihu Sag is one of the structural units with the most abundant natural gas in the East China Sea Shelf Basin. However, there are significant differences among the anticline units in terms of the scale of natural [...] Read more.
The Central Anticline Belt of the Xihu Sag is one of the structural units with the most abundant natural gas in the East China Sea Shelf Basin. However, there are significant differences among the anticline units in terms of the scale of natural gas enrichment, occurrence horizons, types of gas reservoirs, accumulation processes, and gas-bearing properties of different strata, which influence the optimization of exploration zones and the orientation of exploration in deep-buried areas. This study conducted a comprehensive analysis in terms of the structural evolution, fault activity, hydrocarbon charging stages, and process of hydrocarbon accumulation. It clarifies that (1) the preservation condition is one of the core factors for the differential enrichment of natural gas in the Central Anticline Belt. Under the background of differential compression of the Longjing Movement, late-stage and E-W-trending faults are commonly developed in the anticline cores of the strong compression area in the south, which damage the effectiveness of traps, resulting in a large amount of natural gas escaping and being locally adjusted and accumulated in shallow effective traps. The gas reservoirs show the characteristics of multiple accumulation horizons and a small scale. In the moderately strong compression area in the north, the E-W-trending faults have weak activities and shallow incision horizons. The original gas reservoirs are not damaged, and the structures are fully filled. (2) The coupling between faults and sand bodies determines the degree of oil and gas enrichment. In the weakly compressed area in the west, late-stage E-W-trending faults are not developed, and the preservation conditions are good. The main controlled faults on the flanks of the anticline are highly active, and the coupling degree between faults and sand bodies is good, resulting in a high gas saturation. However, the transport capacity in the anticline cores is relatively poor, with a low gas saturation. (3) The differences in the paleo-structural characteristics affect the degree of oil and gas enrichment. The paleo-structures formed before the Longjing Movement provided favorable conditions for the early convergence of oil and gas. Natural gas has the characteristics of multi-stage charging, and the deep gas reservoirs have higher gas saturation than the shallow ones. On this basis, this study proposed two natural gas accumulation processes developed in the Central Anticline Belt of the Xihu Sag under the background of differential compression. One is where the hydrocarbon convergence occurs first and then oil and gas transport and accumulate into the reservoirs; the other one is where the hydrocarbon convergence and accumulation occur simultaneously, followed by gas adjustment. This paper also concludes three differential accumulation models: the local enrichment and accumulation model of gas in the strongly compressed zone, the integrated enrichment and accumulation model in the medium-strongly compressed zone, and the fault–sand coupling accumulation model in the weakly compressed zone. The results of this research have great significance for the subsequent exploration, hydrocarbon enrichment style analysis, and further strategy in the deep-buried, tight to low-permeable reservoirs in ocean exploration areas. Full article
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Figure 1
<p>(<b>a</b>) Regional geological maps of the Central Anticline Belt in the Xihu Sag in the East China Sea Shelf Basin, including the major anticline structures, various compression zones, cross-well seismic profile A–A′, and drilled wells used in this study. (<b>b</b>) Stratigraphic map of the Xihu Sag, showing the lithology, sea-level curve, seismic interfaces and ages, formation, and tectonic movement.</p>
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<p>Differential enrichment characteristics of natural gas in the anticline structure Q, N, and Z of the Central Anticline Belt.</p>
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<p>Three single-well diagrams for three different structures (Q, N, and Z) in the Central Anticline Zone, including gamma ray (GR) curves, lithological association, deep and shallow lateral resistivity (RD, RS) curves, and logging interpretation of oil, gas, and water layers. The location of the three wells is shown in <a href="#applsci-14-10242-f001" class="html-fig">Figure 1</a>a.</p>
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<p>Seismic profile A–A′ of different compression zones of the Central Anticline Belt, showing the features of regional cap rock, and NE-trending and EW-trending fault systems developed in various structures. The location of the seismic profile A–A′ is shown in <a href="#applsci-14-10242-f001" class="html-fig">Figure 1</a>a.</p>
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<p>The well-N1 composite bar chart of the H3 sand group of the Huagang Formation, including the gamma ray (GR) curves, lithology, various logging curves, QGF-index data, gains containing oil inclusions (GOI) data, and gas–water contact (GWC) logging interpretation.</p>
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<p>Typical cross-wells section of Structure-Q, showing hydrocarbon charging and the hydrocarbon migration features with various-level fault systems. The location of the two wells is shown in <a href="#applsci-14-10242-f001" class="html-fig">Figure 1</a>a.</p>
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<p>(<b>a</b>) The present structural map and (<b>b</b>) the paleo-structure map of top Pinghu formation at 16 Ma of the study area in the Central Anticline Belt.</p>
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<p>The hydrocarbon inclusion characteristics of sandstone sampled from P2 of well-Q1.</p>
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<p>Methane carbon isotopes data of (<b>a</b>) Structure-Q and (<b>b</b>) Structure-N.</p>
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<p>The hydrocarbon inclusion characteristics of sandstone sampled from Huagang Formation of well-N1.</p>
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<p>The natural gas enrichment process pattern of hydrocarbon convergence occurs first and then oil and gas accumulate into the upper structural reservoirs.</p>
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<p>Comparison of scanning electron microscopy (SEM) characteristics between P2 and H7 sand groups of well-Q1. (<b>a</b>–<b>c</b>) H7, 3978.98 m, the pore throat is filled with a large amount of illite, which appears as filamentous or bridge-like structures. (<b>d</b>–<b>f</b>) P2, 4330.34 m, dissolution forms secondary intergranular enlarged pores, with a very small amount of illite distributed in the pores.</p>
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<p>The natural gas enrichment process pattern of the hydrocarbon migration and accumulation occurring simultaneously, followed by later hydrocarbon adjustment under the Longjing movement.</p>
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<p>Differential natural gas accumulation models in different compression zones of the Central Anticline Belt in the Xihu Sag.</p>
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18 pages, 11881 KiB  
Article
Formation Mechanism and Petroleum Geological Significance of (Ferro) Dolomite Veins from Fractured Reservoirs in Granite Buried Hills: Insights from Qiongdongnan Basin, South China Sea
by Wei Duan, Cheng-Fei Luo, Lin Shi, Jin-Ding Chen and Chun-Feng Li
J. Mar. Sci. Eng. 2024, 12(11), 1970; https://doi.org/10.3390/jmse12111970 - 1 Nov 2024
Viewed by 481
Abstract
This study employs logging, petrology, and geochemistry to investigate the characteristics, origin, and hydrocarbon significance of fractures and (ferro) dolomite veins in a buried hill in the Qiongdongnan (QDN) Basin, South China Sea. We show that the study area is mainly characterized by [...] Read more.
This study employs logging, petrology, and geochemistry to investigate the characteristics, origin, and hydrocarbon significance of fractures and (ferro) dolomite veins in a buried hill in the Qiongdongnan (QDN) Basin, South China Sea. We show that the study area is mainly characterized by three stages of fracturing with medium-high dipping angles. The orientation of the fractures is mainly NNW–SSE, consistent with the fault system strike formed by the Mesozoic–Cenozoic tectonic activity in the basin. (Ferro) dolomite veins in the fractures can be classified into three stages, all of which can be even observed in individual fractures. The first stage is the powdery crystal dolomite veins grown mainly on the fracture surface, which have the highest strontium isotope values, as well as high contents of the Mg element and extremely low contents of the Fe and Mn elements. The first-stage veins were formed in a relatively open oxidized environment, and the vein-forming fluids exhibit characteristics of mixing formation water and atmospheric freshwater within the fractures. The second stage, involving fine-crystal dolomite veins, was formed in a buried diagenetic environment where groundwater mixed with deep hydrothermal fluids, and contained the highest carbon isotope values, more Fe and Mn elements, and less Mg element than the first stage. The third stage of medium-crystal ankerite veins was formed in the latest stage, with the lowest strontium and oxygen isotope values. This was mainly a result of deep hydrothermal formation in which the rock-forming material formed from the interaction between the hydrothermal fluid and the iron-rich and aluminosilicate minerals in the surrounding granite of the fractures. We conclude that the multi-phase tectonic movements form a massive scale reticulated fracture inside the granite buried hill, which effectively improves the physical condition of the gas reservoirs. The gas reservoirs remain of high quality, despite the filling of the three stages of (ferro) dolomite veins. Full article
(This article belongs to the Section Geological Oceanography)
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<p>Tectonic framework and comprehensive stratigraphic column of Qiongdongnan Basin (modified from [<a href="#B4-jmse-12-01970" class="html-bibr">4</a>]). (<b>a</b>) Tectonic map; (<b>b</b>) drill location of intrusive buried hills in XL area; and (<b>c</b>) comprehensive stratigraphic column.</p>
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<p>Fracture characteristics of buried-hill cores in XL area. (<b>a</b>) XL83a, 2840.0-2845.0 m, acoustic image logging, tectonic fractures (showing a complete sine or cosine shape) and dissolution fractures (the green arrow); (<b>b</b>) XL81a, 3006.0 m, fractures are in ‘X’ shape filled by dolomite; (<b>c</b>) cross-section of core cut in (<b>b</b>), with sample diameter of 3.8 cm; (<b>d</b>) XL81a, 3066.0 m, fractures filled with dolomite; (<b>e</b>) XL83a, 2908.8 m, fractures are mostly filled by dolomite, and partial dissolution widens the fracture surface (the green arrow); (<b>f</b>) cross-section of core cut in (<b>e</b>), with sample diameter of 3.8 cm; (<b>g</b>) XL11a, 3736.0 m, shear fracture is ‘X’ type and filled by ankerite; and (<b>h</b>) cross-section of core cut in (<b>g</b>), with sample diameter of 3.8 cm. The dotted lines in the figure represent fractures.</p>
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<p>Rose diagrams of different occurrences of fractures from buried hills in XL area.</p>
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<p>Histogram of core fracture filling degree from buried hills in XL area.</p>
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<p>Microscopic characteristics and filling stage division of (ferro) dolomite veins in core samples from buried hills in XL area. (<b>a</b>) XL11a, 3897.0 m, dolomite and ankerite veins in granite, PLM; (<b>b</b>) vein has an undulose extinction, XPLM; (<b>c</b>) ankerite (bright red), dolomite (dark red), CL; (<b>e</b>–<b>g</b>) adhering to edge of fracture, powdery crystal dolomite grows at first stage; fine-crystal dolomite grows at second stage and crystals are highly euhedral and mostly diamond-shaped; a large number of medium-crystal ankerite grows at third stage; (<b>d</b>,<b>h</b>) adhering to edge of fracture, diamond dolomite occupies fracture space firstly, and ankerite fills remaining fracture space in later stages, indicating that iron contents in fluid increase in late diagenesis (brightness is proportional to content); and (<b>i</b>) three stages of (ferro) dolomite vein filling.</p>
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<p>Microscopic characteristics of different stages of (ferro) dolomite veins of core samples from buried hills in XL area. (<b>a</b>) XL83a, 2830.0 m, powdery crystal dolomite fills fractures. Smaller opening fractures are almost completely filled, and larger opening fractures are mostly half-filled, with little remaining reservoir space; (<b>b</b>) partial enlargement of (<b>a</b>); (<b>c</b>) XL83a, 2902.0 m, powdery crystal dolomite filling ‘X’ type shear fracture (tectonic); (<b>d</b>) XL81a, 3012.0 m, powdery crystal dolomite preferentially fills fractures; (<b>e</b>) XL81a, 3033.0 m, powder-crystal and fine-crystal dolomite fills fractures. Among them, powdery crystal dolomite mainly fills small opening fractures, and fine-crystal dolomite fills large opening fractures (tectonic-dissolution fracture); (<b>f</b>) partial enlargement of (<b>e</b>); fine-crystal dolomite is diamond-shaped; (<b>g</b>) XL81a, 3002.0 m, fractures are filled with large number of clay minerals and fine-crystal dolomite. Most of the surface of fine-crystal dolomite has a (blue) coating composed of iron oxide and hydroxide; sericitization of feldspar components is common (left XPLM in diagram), and some of them are dissolved to form clay minerals, indicating that rock is affected by atmospheric water leaching; (<b>h</b>) XL83a, 2908.8 m, powdery crystal dolomite preferentially grows along fracture surface, and fine-crystal dolomite further fills remaining fracture space in later stage; (<b>i</b>) partial enlargement of (<b>h</b>); (<b>j</b>) XL11a, 3736.0 m, medium-crystal ankerite fills fractures; (<b>k</b>) locally enlarged image of (<b>j</b>), and medium-crystal ankerite has an undulose extinction (XPLM in the middle of the (<b>k</b>)); and (<b>l</b>) XL11a, 3744.0 m, fine-crystal dolomite preferentially grows along fracture surface, and medium-crystal ankerite further fills remaining fracture space in later stage.</p>
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<p>Microscopic characteristics of buried-hill (ferro) dolomite veins and associated quartz fissure brine inclusions in the XL area. (<b>a</b>,<b>b</b>) XL83a, 2860.0m, PPL, cataclastic granite. A large number of saline inclusions are developed in quartz fissures associated with dolomite veins, distributed in zones; (<b>b</b>) fluorescence (UV) photo; (<b>c</b>) XL71a, 3842m, PPL, A large number of saline inclusions are developed in quartz fissure; (<b>d</b>) XL71a, 3818 m, PPL, A large number of saline inclusions are developed in quartz fissures; (<b>e</b>) XL83b, 2890.0 m, PPL, a large number of saline inclusions are developed along microfissures of quartz particles; (<b>f</b>) XL131a, 2642 m, PPL, brine inclusions in enlarged edges of quartz; (<b>g</b>) XL83b, 2915.0 m, PPL, brine inclusions in microfissures of ankerite vein cements; and (<b>h</b>) XL71a, 3310 m, PPL, saline inclusions are developed along microfissures of quartz particles. The red circles indicate fluid inclusions.</p>
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<p>Histogram of homogeneous temperature distribution of brine inclusions in buried-hill (ferro) dolomite veins and associated quartz fissures in XL area.</p>
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<p>Distribution diagram of major and trace elements of different stages of (ferro) dolomite veins from buried hills in XL area.</p>
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<p>Triangle diagram of relative content of Fe + Mn, Mg, and Ca elements in different stages of (ferro) dolomite veins from buried hills in XL area.</p>
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<p>Standard curve of chondrite-normalized REE spectra of (ferro) dolomite veins from buried hills in XL area.</p>
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<p>Strontium isotope ratios of (ferro) dolomite veins from buried hills in XL area.</p>
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<p>The δ<sup>13</sup>C<sub>PDB</sub> and δ<sup>18</sup>O<sub>SMOW</sub> isotopic characteristics of (ferro) dolomite veins from the buried hills in the XL area.</p>
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<p>Temperature versus δ<sup>18</sup>O diagenetic fluid for various δ<sup>18</sup>O dolomite values that were reconstructed from equation 10<sup>3</sup> lna = 3.2 × 10<sup>6</sup>/T<sup>−2</sup> − 3.3 [<a href="#B54-jmse-12-01970" class="html-bibr">54</a>,<a href="#B55-jmse-12-01970" class="html-bibr">55</a>]. Green shaded areas mark preferred temperature ranges for powdery crystal dolomite veins, whereas blue and red shaded areas mark preferred temperature ranges for fine-crystal dolomite and medium-crystal ankerite veins, respectively.</p>
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<p>Schematic diagram of fractured gas reservoirs from buried hills in XL area.</p>
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19 pages, 81265 KiB  
Article
Structure and Evolution of Multi-Trend Faults in BZ19-6 Buried Hill of the Bohai Bay Basin, Eastern China
by Rui Lou, Yonghe Sun, Fujie Jiang, Yumin Liu and Tian Gao
J. Mar. Sci. Eng. 2024, 12(10), 1727; https://doi.org/10.3390/jmse12101727 - 1 Oct 2024
Viewed by 529
Abstract
Defining the structure and evolution of multi-trend faults is critical for analyzing the accumulation of hydrocarbons in buried hills. Based on high-resolution seismic and drilling data, the structural characteristics and evolutionary mechanism of multi-trend faults were investigated in detail through the structural analysis [...] Read more.
Defining the structure and evolution of multi-trend faults is critical for analyzing the accumulation of hydrocarbons in buried hills. Based on high-resolution seismic and drilling data, the structural characteristics and evolutionary mechanism of multi-trend faults were investigated in detail through the structural analysis theory and quantitative calculations of fault activity, allowing us to determine the implication that fault evolution exerts on hydrocarbon accumulation in the BZ19-6 buried hill. There are four kinds of strike faults developed on the buried hill: SN-, NNE-, NE–ENE-, and nearly EW-trending, which experienced the Mesozoic Indosinian, Yanshan, and Cenozoic Himalayan tectonic movements. During the Indosinian, the BZ19-6 was in a SN-oriented compressional setting, with active faults composed of SN-trending strike-slip faults (west branch of the Tanlu fault zone) and near EW-trending thrust faults (Zhang-peng fault zone). During the Yanshanian, the NNE-trending normal faults were formed under the WNW–ESE tensile stress field. Since the Himalayan period, the BZ19-6 buried hill has evolved into the rifting stage. In rifting stage Ⅰ, all of the multi-trend pre-existing faults were reactivated, and the EW-trending thrust faults became normal faults due to negative inversion. In rifting stage II, a large number of NE–ENE-trending normal faults were newly formed in the NW–SE-oriented extensional setting, which made the structure pattern more complicated. In rifting stage III, the buried hill entered the post-rift stage, with only part of the NNE- and NE–ENE-trending faults continuously active. Multi-trend faults are the result of the combination of various multi-phase stress fields and pre-existing structures, which have great influence on the formation of tectonic fractures and then control the distribution of high-quality reservoirs in buried hills. The fractures controlled by the NNE- and EW-trending faults have higher density and scale, and fractures controlled by NE–ENE trending faults have stronger connectivity and effectiveness. The superposition of multi-trend faults is the favorable distribution of high-quality reservoirs and the favorable accumulation area of hydrocarbon. Full article
(This article belongs to the Section Geological Oceanography)
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<p>(<b>a</b>) Tectonic location of Bohai Bay Basin, modified from [<a href="#B17-jmse-12-01727" class="html-bibr">17</a>]. (<b>b</b>) Major tectonic units of Bozhong sag (BZ: Bozhong; CZK: Chengzikou; CB: Chengbei; SLT: Shaleitian; SJT: Shijiutuo; QN: Qinnan; BN: Bonan; HHK: Huanghekou; LB: Laibei). (<b>c</b>) Index map showing the distribution of fault developed at the top of the BZ19-6 buried hill. (<b>d</b>) Seismic section across the BZ19-6 buried hill.</p>
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<p>Stratigraphic column of the BZ19-6 buried hill, modified from [<a href="#B34-jmse-12-01727" class="html-bibr">34</a>,<a href="#B35-jmse-12-01727" class="html-bibr">35</a>].</p>
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<p>(<b>a1</b>) Seismic and (<b>a2</b>) geological section in the middle of the BZ19-6 buried hill, (<b>b1</b>) Seismic and (<b>b2</b>) geological section in the north of the BZ19-6 buried hill (see <a href="#jmse-12-01727-f001" class="html-fig">Figure 1</a>c for location).</p>
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<p>(<b>a1</b>) Seismic and (<b>a2</b>) geological section in the south of the BZ19-6 buried hill, (<b>b1</b>) Seismic and (<b>b2</b>) geological section in the middle of the BZ19-6 buried hill (see <a href="#jmse-12-01727-f001" class="html-fig">Figure 1</a>c for location).</p>
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<p>(<b>a</b>) Seismic and (<b>b</b>) geological section in the east of the BZ19-6 buried hill (see <a href="#jmse-12-01727-f001" class="html-fig">Figure 1</a>c for location).</p>
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<p>T-x plots of (<b>a</b>) ENE-trending faults and (<b>b</b>) EW–ENE-trending faults.</p>
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<p>T-x plots of (<b>a</b>) F3 and (<b>b</b>) F4.</p>
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<p>Distribution map of faults developed at the top of the buried hill and their fault throw variation curves along dip ①–②: T-z plots of NS-trending faults and their growth index, ③–④: T-z plots of NNE trending faults and their growth index, ⑤–⑧: T-z plots of EW-oriented faults, ⑨–⑫: T-z plots of southward NE–NEE-trending faults, ⑬–⑭: T-z plots of northward NE–NEE-trending faults.</p>
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<p>(<b>a</b>) West and (<b>b</b>) east seismic section across the EW-trending low-angle normal fault (see <a href="#jmse-12-01727-f001" class="html-fig">Figure 1</a>c for location).</p>
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<p>The tectonic evolution models of the BZ19-6 buried hill (modified after [<a href="#B56-jmse-12-01727" class="html-bibr">56</a>]). (<b>a</b>) Map showing an initial stage of buried hill formation during Mesozoic Indosinian, the paleogeomorphology is high in the north and low in the south, with SN-trending strike-slip faults and EW-trending thrust faults. (<b>b</b>,<b>c</b>) Maps showing the deformation of buried hill during Mesozoic Yanshanian, the NEE–SWW-trending extensional fault developed in early Yanshanian and further uplifted of buried hill in late Yanshanian. (<b>d</b>) During the Cenozoic, the top of the buried hill had been strongly transformed, the NNE-trending normal faults were still active and the EW-trending thrust fault inversed into normal faults, and the NE–ENE-trending normal fault were formed.</p>
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<p>The Cenozoic tectonic evolution profile of the Bozhong M buried hill (see <a href="#jmse-12-01727-f001" class="html-fig">Figure 1</a>c for location).</p>
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<p>Fracture development characteristics and electrical relationship in the core section of well BZ19-6-g. (<b>a</b>) Core pictures, (<b>b</b>) imaging logs, and (<b>c</b>) log curve.</p>
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<p>(<b>a</b>) Statistical chart of fracture density controlled by different striking faults, (<b>b</b>) the relationship between the width of fractured zone and fault throw, (<b>c</b>) rose diagram of the strikes of the highly conductive fractures, (<b>d</b>) rose diagram of the strikes of fractures controlled by ENE-trending faults, (<b>e</b>) rose diagram of the strikes of fractures controlled by EW-trending faults, (<b>f</b>) rose diagram of the strikes of fractures controlled by NS-and NNE-trending faults.</p>
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19 pages, 27696 KiB  
Article
A Real-Time Inverted Velocity Model for Fault Detection in Deep-Buried Hard Rock Tunnels Based on a Microseismic Monitoring System
by Houlin Xie, Bingrui Chen, Qian Liu, Yaxun Xiao, Liu Liu, Xinhao Zhu and Pengxiang Li
Buildings 2024, 14(9), 2663; https://doi.org/10.3390/buildings14092663 - 27 Aug 2024
Viewed by 904
Abstract
Microseismic monitoring is an effective and widely used technology for dynamic fault disaster early warning and prevention in deep-buried hard rock tunnels. However, the insufficient understanding of the distribution of native faults poses a major challenge to yielding precise early warnings of disasters [...] Read more.
Microseismic monitoring is an effective and widely used technology for dynamic fault disaster early warning and prevention in deep-buried hard rock tunnels. However, the insufficient understanding of the distribution of native faults poses a major challenge to yielding precise early warnings of disasters using an MS (Microseismic Monitoring System). Velocity field inversion is a reliable means to reflect fault information, and there is an urgent need to establish a real-time velocity field inversion method during tunnel excavation. In this paper, a method based on an MS is proposed to achieve the inversion of the velocity field in the monitoring area using microseismic event and excavation blasting data. The velocity field inversion method integrates the reflected wave ray-tracing method based on PSO (Particle Swarm Optimization) theory and FWI (Full-Waveform Inversion) theory. The accuracy of the proposed velocity inversion method was verified by various classic numerical simulation cases. In numerical simulations, the robustness of our method is evident in its ability to identify anomalous structural surfaces and velocity discontinuities ahead of the tunnel face. Full article
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Figure 1
<p>Overall workflow of fault detection in a deep tunnel based on MS using an updated heterogeneous velocity field.</p>
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<p>The MS for the construction section under the classical drilling and blasting method.</p>
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<p>Schematic diagram of the seismic source propagation path without considering multiple waves: (<b>a</b>) vertical construction propagation path; (<b>b</b>) horizontal construction propagation path.</p>
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<p>Particle Swarm Optimization process for the establishing RMS velocity field based on microseismic source and sensor information.</p>
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<p>Ricker wavelet in which the dominant frequency <span class="html-italic">f<sub>m</sub></span> is equal to 200 Hz and the amplitude of the wavelet A is equal to 100.</p>
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<p>Simulation of the microseismic monitoring system based on the 2D time-domain elastic equation.</p>
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<p>Wavefield snapshot of the seismic source propagation process at different times based on the MS (<b>a</b>) <span class="html-italic">t</span> = 0.004 s, (<b>b</b>) <span class="html-italic">t</span> = 0.008 s, (<b>c</b>) <span class="html-italic">t</span> = 0.024 s and (<b>d</b>) <span class="html-italic">t</span> = 0.044 s.</p>
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<p>Waveform diagram of microseismic waves received by the same sensor: (<b>a</b>) extract wavefield data before adding noise; (<b>b</b>) extract wavefield data after adding noise.</p>
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<p>Seismic source localization result from the TD: (<b>a</b>) localization distribution map before and after seismic source localization; (<b>b</b>) error box-plot for the true MS position and MS localization position obtained from the TD.</p>
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<p>Preliminary linear search results for velocity field parameters based on the travel-time curve model: (<b>a</b>) Matric K result in a 3D perspective. (<b>b</b>) Matric K result in a 2D slice perspective (<span class="html-italic">α</span> = 90°). (<b>c</b>) Matric K result in a 2D slice perspective (<span class="html-italic">h</span> = 45 m). (<b>d</b>) Matric K result in a 2D slice perspective (<span class="html-italic">v</span> = 4500 m/s).</p>
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<p>RMS velocity field parameters based on PSO and the final result. (<b>a</b>) Velocity model inverted using the current PSO; (<b>b</b>) final result in a 3D perspective.</p>
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<p>Full waveform inversion results for the rectangular fault structure: (<b>a</b>) true velocity model; (<b>b</b>) RMS velocity model; (<b>c</b>) FWI velocity model; (<b>d</b>) residual value; (<b>e</b>) velocity model along the tunnel axis.</p>
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<p>Full waveform inversion results for a 60° single-dip fault model: (<b>a</b>) true velocity model; (<b>b</b>) RMS velocity model; (<b>c</b>) FWI velocity model; (<b>d</b>) residual value.</p>
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<p>Full waveform inversion results for a 60° double-dip fault model: (<b>a</b>) true velocity model; (<b>b</b>) RMS velocity model; (<b>c</b>) FWI velocity model; (<b>d</b>) residual value.</p>
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<p>Full waveform inversion results for a circular karst cave model: (<b>a</b>) true velocity model; (<b>b</b>) RMS velocity model; (<b>c</b>) FWI velocity model; (<b>d</b>) residual value.</p>
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21 pages, 12872 KiB  
Article
Geochemical Characteristics and Origin of Natural Gas in the Middle of Shuntuoguole Low Uplift, Tarim Basin: Evidence from Natural Gas Composition and Isotopes
by Hui Long, Jianhui Zeng, Yazhou Liu and Chuanming Li
Energies 2024, 17(17), 4261; https://doi.org/10.3390/en17174261 - 26 Aug 2024
Viewed by 595
Abstract
Multiple types of reservoirs, including volatile oil reservoirs, condensate gas reservoirs, and dry gas reservoirs, have been discovered in ultra-deep layers buried at depths greater than 7500 m. Understanding the genetic types of natural gas is of utmost importance in evaluating oil and [...] Read more.
Multiple types of reservoirs, including volatile oil reservoirs, condensate gas reservoirs, and dry gas reservoirs, have been discovered in ultra-deep layers buried at depths greater than 7500 m. Understanding the genetic types of natural gas is of utmost importance in evaluating oil and gas exploration potential. The cumulative proved reserves of the super deep layer in the Shuntuoguole low uplift area of the Tarim Basin exceed 1 × 108 t (oil equivalent). The origin, source, and accumulation characteristics of natural gas still remain a subject of controversy. By analyzing the composition and carbon isotope of natural gas, a detailed investigation was conducted to examine the unique geochemical and reservoir formation characteristics of the Ordovician ultra-deep natural gas within different fault zones in the middle region of the Shuntuoguole low uplift. It was determined that most of the natural gas in this area is displaying a characteristic of wet gas with a drying coefficient ranging from 0.41 to 0.99. The carbon isotope composition of methane in the gas reservoir shows relatively light values, ranging from −49.4‰ to −42‰. The carbon and hydrogen isotopes of the components are distributed in a positive order. The natural gas is oil type gas, which is derived from marine sapropelic organic matter and has a good correspondence with the lower Yuertusi formation. The maturity of natural gas in Shunbei No. 1 and No. 5 fault zones is about 1.0%, which is the associated gas of normal crude oil, while the maturity of No. 4 and No. 8 fault zones is higher than 1.0%, which is the mixture of kerogen pyrolysis gas and crude oil pyrolysis gas. The variations in the drying coefficient and carbon isotope composition of the natural gas provide evidence for the migration patterns within the Shuntuoguole low uplift central region. It indicates that the Shunbei No. 5 and No. 8 fault zones have likely migrated from south to north, while the No. 4 fault zone has migrated from the middle to both the north and south sides. These migration patterns are primarily controlled by high and steep strike-slip faults, which facilitate the vertical migration of natural gas along fault planes. Consequently, the gas accumulates in fractured and vuggy reservoirs within the Ordovician formation. Full article
(This article belongs to the Section I3: Energy Chemistry)
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<p>(<b>a</b>) Tectonic units of the Tarim Basin and location of the Shuntuoguole low uplift area. (<b>b</b>) Distribution map of wells in the Shuntuoguole low uplift area for sample collection.</p>
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<p>Lithostratigraphic column of the Shuntuoguole low uplift area, middle part of Tarim Basin (after Wang et al. [<a href="#B31-energies-17-04261" class="html-bibr">31</a>]).</p>
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<p>Distribution of natural gas drying coefficient in the middle of the Shuntuoguole low uplift.</p>
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<p>Distribution map of the average CO<sub>2</sub> content in Ordovician natural gas in the central region of the Shuntuoguole low uplift.</p>
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<p>Carbon isotope distribution map of Ordovician ultra-deep natural gas in various fault zones in the central region of the Shuntuoguole low uplift.</p>
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<p>Carbon isotope distribution of natural gas components in the Ordovician ultra-deep layers of various fault zones in the central part of the Shuntuoguole low uplift.</p>
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<p>Hydrogen isotope distribution of natural gas components in the Ordovician ultra-deep layers of various fault zones in the central part of the Shuntuoguole low uplift.</p>
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<p>Gas genetic classification in the central part of the Shuntuoguole low uplift using the C<sub>1</sub>/(C<sub>2</sub>+C<sub>3</sub>) and δ<sup>13</sup>C<sub>1</sub>value (after Refs. [<a href="#B43-energies-17-04261" class="html-bibr">43</a>,<a href="#B44-energies-17-04261" class="html-bibr">44</a>]).</p>
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<p>Gas genetic classification in the central part of the Shuntuoguole low uplift using the δ<sup>13</sup>C<sub>CO2</sub> and δ<sup>13</sup>C<sub>1</sub>value (after Ref. [<a href="#B43-energies-17-04261" class="html-bibr">43</a>]).</p>
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<p>Plot of carbon and hydrogen isotope ratios of methane in the Ordovician ultra-deep natural gases in the central part of the Shuntuoguole low uplift (after Ref. [<a href="#B44-energies-17-04261" class="html-bibr">44</a>]).</p>
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<p>Carbon isotope correlation maps of methane, ethane, and propane in the Ordovician ultra-deep natural gas of various fault zones in the central part of the Shuntuoguole low uplift (based on Ref. [<a href="#B45-energies-17-04261" class="html-bibr">45</a>]).</p>
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<p>Plot of methane and ethane carbon isotopes in the Ordovician ultra-deep natural gas of various fault zones in the central part of the Shuntuoguole low uplift (based on Ref. [<a href="#B46-energies-17-04261" class="html-bibr">46</a>]).</p>
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<p>Plot of Ln(C<sub>1</sub>/C<sub>2</sub>) versus Ln(C<sub>2</sub>/C<sub>3</sub>) of Ordovician natural gases in the central part of the Shuntuoguole low uplift.</p>
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<p>Plot of heptane value versus isoheptane value of Ordovician gas in the central part of the Shuntuoguole low uplift.</p>
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<p>The schematic cross-section showing the characteristics of the Paleozoic strata along the A-A′ line in the central part of the Shuntuoguole low uplift, Tarim Basin.</p>
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27 pages, 17626 KiB  
Article
A Decoupled Buckling Failure Analysis of Buried Steel Pipeline Subjected to the Strike-Slip Fault
by Mozhgan Asgarihajifirouz, Xiaoyu Dong and Hodjat Shiri
J. Mar. Sci. Eng. 2024, 12(8), 1243; https://doi.org/10.3390/jmse12081243 - 23 Jul 2024
Viewed by 611
Abstract
Over the past few years, there has been an increased focus on offshore pipeline safety due to the development of offshore oil and gas resources. Both onshore and offshore pipelines may face significant geological hazards resulting from active faults. Pre-excavated soil can be [...] Read more.
Over the past few years, there has been an increased focus on offshore pipeline safety due to the development of offshore oil and gas resources. Both onshore and offshore pipelines may face significant geological hazards resulting from active faults. Pre-excavated soil can be used as backfill for trenches to prevent major pipeline deformations. Since these backfill materials have been heavily remolded, they are softer than the native soil. Therefore, the difference in shear strength between the backfill and native ground may have an effect on the interaction between the pipeline and the backfill. In this paper, the pipeline–backfill–trench interaction is investigated using a hybrid beam–spring model. The P-Y curves obtained from CEL analysis are incorporated into a 3D beam–spring model to analyze the pipeline’s response to lateral strike-slip faults. Additionally, the nonlinearity of pipeline materials is considered to study pipeline failure modes under strike-slip fault movements. A series of parametric studies were conducted to explore the effects of fault intersection angle, pipe diameter, buried depth of the pipe, and soil conditions on the failure modes of buckling pipelines. The developed method can be used to analyze and assess pipeline–backfill–trench interaction when subjected to strike-slip fault displacements. Full article
(This article belongs to the Special Issue Advanced Studies in Marine Geomechanics and Geotechnics)
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<p>Schematic shape of a buried pipeline subjected to a strike-slip fault. (a coarser mesh of PIPE31 elements with a size of 1.0 m for the 500 m section (A) and a fine mesh with a size of 0.1 m extending over the 100 m section (B)).</p>
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<p>Schematic representation of the CEL model. (<b>a</b>) CEL domain dimensions; (<b>b</b>) boundary condition properties.</p>
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<p>Schematic representation of pipe–soil interaction in ALA-ASCE [<a href="#B26-jmse-12-01243" class="html-bibr">26</a>]. (<b>a</b>) Nonlinear soil springs; (<b>b</b>) force–displacement relationships: (A) lateral, (B) axsial, (C) vertical.</p>
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<p>Soil spring characteristics from Rofooei et al. (2015): (<b>a</b>) axial, (<b>b</b>) horizontal, and (<b>c</b>) vertical soil springs [<a href="#B23-jmse-12-01243" class="html-bibr">23</a>].</p>
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<p>Steel pipeline stress–strain curve (Rofooei et al. (2015)) [<a href="#B23-jmse-12-01243" class="html-bibr">23</a>].</p>
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<p>Pipeline displacement in three orthogonal directions. (<b>a</b>) The FE model used by Rofooei et al. (2015) [<a href="#B23-jmse-12-01243" class="html-bibr">23</a>]; (<b>b</b>) the verified FE model.</p>
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<p>(<b>a</b>) Invert and (<b>b</b>) crown strains of FE and experimental models [<a href="#B23-jmse-12-01243" class="html-bibr">23</a>].</p>
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<p>X80 steel pipeline stress–strain curve.</p>
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<p>Comparison of pipeline lateral response considering the effect of strain softening and with constant and linear soil strength: (<b>a</b>) pipeline trajectory; (<b>b</b>) load–displacement curve.</p>
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<p>Volume fraction average of plastic strain with strain softening: (<b>a</b>) CS-1 and (<b>b</b>) CS-5.</p>
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<p>Displacement vectors (<b>a</b>) CS-1 and (<b>b</b>) CS-5.</p>
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<p>Soil spring characteristics for investigating strain softening and soil strength: (<b>a</b>) axial, (<b>b</b>) horizontal, and (<b>c</b>) vertical soil springs.</p>
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<p>Strain-softening and soil strength pattern effect on the deformation and axial strain of the pipeline: (<b>a</b>) distribution of vertical displacement, (<b>b</b>) invert axial strain, (<b>c</b>) crown axial strain.</p>
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<p>Comparison of pipeline lateral response considering different burial depth ratios: (<b>a</b>) pipeline trajectory; (<b>b</b>) load–displacement.</p>
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<p>Volume fraction average of plastic strain with strain softening and displacement vectors for different burial depth ratios: (<b>a</b>) CS-1 (<span class="html-italic">H</span>/<span class="html-italic">D</span> = 1.92), (<b>b</b>) CS-3 (<span class="html-italic">H</span>/<span class="html-italic">D</span> = 2.92), (<b>c</b>) CS-4 (<span class="html-italic">H</span>/<span class="html-italic">D</span> = 3.92).</p>
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<p>Volume fraction average of plastic strain with strain softening and displacement vectors for different burial depth ratios: (<b>a</b>) CS-1 (<span class="html-italic">H</span>/<span class="html-italic">D</span> = 1.92), (<b>b</b>) CS-3 (<span class="html-italic">H</span>/<span class="html-italic">D</span> = 2.92), (<b>c</b>) CS-4 (<span class="html-italic">H</span>/<span class="html-italic">D</span> = 3.92).</p>
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<p>Soil spring characteristics for different burial depth ratios: (<b>a</b>) axial, (<b>b</b>) horizontal, and (<b>c</b>) vertical soil springs.</p>
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<p>Burial depth effect on the deformation and axial strain of the pipeline: (<b>a</b>) distribution of vertical displacement, (<b>b</b>) invert axial strain, (<b>c</b>) crown axial strain.</p>
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<p>Burial depth effect on the deformation and axial strain of the pipeline: (<b>a</b>) distribution of vertical displacement, (<b>b</b>) invert axial strain, (<b>c</b>) crown axial strain.</p>
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<p>Comparison of pipeline lateral response considering different initial embedment heights: (<b>a</b>) pipeline trajectory; (<b>b</b>) load–displacement.</p>
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<p>Volume fraction average of plastic strain with strain softening and displacement vectors for different initial embedment values: (<b>a</b>) CS-1 (4 mm), (<b>b</b>) CS-10 (154 mm), (<b>c</b>) CS-11 (254 mm).</p>
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<p>Soil spring characteristics of case studies with different initial embedment (<b>a</b>) axial, (<b>b</b>) horizontal, and (<b>c</b>) vertical soil springs.</p>
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<p>The initial embedment effect on the deformation and axial strain of the pipeline: (<b>a</b>) distribution of vertical displacement, (<b>b</b>) invert axial strain, (<b>c</b>) crown axial strain.</p>
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<p>Comparison of pipeline lateral response considering different backfilling soil strengths: (<b>a</b>) pipeline trajectory; (<b>b</b>) load–displacement.</p>
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<p>Volume fraction average of plastic strain with strain softening and displacement vectors for different backfilling material: (<b>a</b>) CS-1 (1.6 kPa), (<b>b</b>) CS-6 (0.1 kPa), (<b>c</b>) CS-7 (5.0 kPa).</p>
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<p>Volume fraction average of plastic strain with strain softening and displacement vectors for different backfilling material: (<b>a</b>) CS-1 (1.6 kPa), (<b>b</b>) CS-6 (0.1 kPa), (<b>c</b>) CS-7 (5.0 kPa).</p>
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<p>Soil spring characteristics for different backfilling soil strengths: (<b>a</b>) axial, (<b>b</b>) horizontal, and (<b>c</b>) vertical soil springs.</p>
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<p>Backfilling soil strength effect on the deformation and axial strain of the pipeline: (<b>a</b>) distribution of vertical displacement, (<b>b</b>) invert axial strain, (<b>c</b>) crown axial.</p>
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<p>Backfilling soil strength effect on the deformation and axial strain of the pipeline: (<b>a</b>) distribution of vertical displacement, (<b>b</b>) invert axial strain, (<b>c</b>) crown axial.</p>
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<p>Comparison of pipeline lateral response considering different pipeline diameters: (<b>a</b>) pipeline trajectory; (<b>b</b>) load–displacement.</p>
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<p>Volume fraction average of plastic strain with strain softening and displacement vectors for different pipeline diameters: (<b>a</b>) CS-1 (0.9144 m), (<b>b</b>) CS-2 (0.95 m).</p>
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<p>Soil spring characteristics of case studies with different pipeline diameters: (<b>a</b>) axial, (<b>b</b>) horizontal, and (<b>c</b>) vertical soil springs.</p>
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<p>Pipeline diameter effect on the deformation and axial strain of the pipeline: (<b>a</b>) distribution of vertical displacement, (<b>b</b>) invert axial strain, (<b>c</b>) crown axial strain.</p>
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<p>Pipeline diameter effect on the deformation and axial strain of the pipeline: (<b>a</b>) distribution of vertical displacement, (<b>b</b>) invert axial strain, (<b>c</b>) crown axial strain.</p>
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<p>Comparison of pipe lateral response considering different surface roughness values: (<b>a</b>) pipe trajectory; (<b>b</b>) load–displacement.</p>
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<p>Volume fraction average of plastic strain with strain softening for different surface toughness values: (<b>a</b>) CS-1 (rough), (<b>b</b>) CS-8 (penalty), (<b>c</b>) CS-9 (smooth).</p>
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<p>Soil spring characteristics of case studies with different pipeline surface roughness: (<b>a</b>) axial, (<b>b</b>) horizontal, and (<b>c</b>) vertical soil springs.</p>
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<p>Surface roughness effects on the deformation and axial strain of the pipeline: (<b>a</b>) distribution of vertical displacement, (<b>b</b>) invert axial strain, (<b>c</b>) crown axial strain.</p>
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<p>Surface roughness effects on the deformation and axial strain of the pipeline: (<b>a</b>) distribution of vertical displacement, (<b>b</b>) invert axial strain, (<b>c</b>) crown axial strain.</p>
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22 pages, 10680 KiB  
Article
Study on Catastrophic Evolution Law of Water and Mud Inrush in Water-Rich Fault Fracture Zone of Deep Buried Tunnel
by Yanhui Guo, Shunyin Li, Shilin Mao, Qin Song, Lei Zheng, Hang Yan, Xiaoqiang Li and Yong Niu
Buildings 2024, 14(7), 2220; https://doi.org/10.3390/buildings14072220 - 19 Jul 2024
Viewed by 800
Abstract
To study the evolution law of water and mud inrush disasters in the fractured zones of water-rich faults in deep buried tunnels, a self-developed 3D physical model test system was used to conduct experimental research about the evolution process. Additionally, MIDAS GTS NX [...] Read more.
To study the evolution law of water and mud inrush disasters in the fractured zones of water-rich faults in deep buried tunnels, a self-developed 3D physical model test system was used to conduct experimental research about the evolution process. Additionally, MIDAS GTS NX 2022 version was used to analyze the evolution laws of displacement, stress, pore water pressure, and seepage flow velocity during the excavation process. The findings indicate that in the model testing, tunnel excavation caused different changes in the stress magnitude of the surrounding rock at different positions. The pore water pressure increases correspondingly with the loading water pressure at the same location. The function relationship between the relative water pressure coefficient of any point in the outburst-prevention rock mass, and the vertical distance from that point to the upper boundary of the fault, was obtained through nonlinear fitting. In numerical simulation, excavation affects the vertical displacement of the arch vault more than the arch ring, while it has a greater impact on the horizontal displacement of the arch ring compared to the arch vault. The maximum and minimum principal stresses show significant changes; the pore water pressure at each monitoring point decreases with the increase in excavation distance. The flow velocity of seepage shows a trend of first increasing and then decreasing. The research results can provide relevant references for the prevention of water and mud inrush disasters in fault areas. Full article
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<p>Geological location map around Dazhu Mountain tunnel.</p>
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<p>Raw materials for configuring fluid–solid coupling similar materials.</p>
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<p>Three-dimensional physical model test system.</p>
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<p>Layout plan of measurement points.</p>
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<p>The final test installation diagram before excavation.</p>
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<p>Total stress variation of measured points in various excavation stages: (<b>a</b>) radial stress variation; (<b>b</b>) vertical stress around the hole; (<b>c</b>) vertical stress at 1 times the diameter of the hole; (<b>d</b>) vertical stress at 2 times the diameter of the hole.</p>
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<p>Evolution of water and mud inrush.</p>
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<p>The variation laws of pore water pressure at different monitoring points.</p>
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<p>Variation of relative water pressure coefficient with distance S of outburst-proof rock mass under distinct loading water pressure: (<b>a</b>) loading pressure 10 kPa; (<b>b</b>) loading pressure 15 kPa; (<b>c</b>) loading pressure 20 kPa; (<b>d</b>) loading pressure 25 kPa; (<b>e</b>) loading pressure 30 kPa; (<b>f</b>) loading pressure 35 kPa; (<b>g</b>) loading pressure 40 kPa; (<b>h</b>) loading pressure 45 kPa.</p>
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<p>Variation of relative water pressure coefficient with distance S of outburst-proof rock mass under distinct loading water pressure: (<b>a</b>) loading pressure 10 kPa; (<b>b</b>) loading pressure 15 kPa; (<b>c</b>) loading pressure 20 kPa; (<b>d</b>) loading pressure 25 kPa; (<b>e</b>) loading pressure 30 kPa; (<b>f</b>) loading pressure 35 kPa; (<b>g</b>) loading pressure 40 kPa; (<b>h</b>) loading pressure 45 kPa.</p>
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<p>Simulation scheme of parallel fault excavation.</p>
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<p>Numerical calculation model of fluid–solid coupling in tunnel excavation.</p>
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<p>Displacement nephogram of surrounding rock when the tunnel is excavated to 48 m: (<b>a</b>) vertical displacement; (<b>b</b>) horizontal displacement.</p>
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<p>Location diagram of key monitoring points.</p>
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<p>The displacement variation of the vault and right arch ring at the Y = 26 section: (<b>a</b>) displacement variation of the vault; (<b>b</b>) displacement variation of the right arch ring.</p>
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<p>Principal stress nephogram of surrounding rock when the tunnel is excavated to 30 m: (<b>a</b>) maximum principal stress; (<b>b</b>) minimum principal stress.</p>
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<p>The variation law of principal stress in each monitoring unit: (<b>a</b>) principal stress of vault; (<b>b</b>) principal stress of right arch ring.</p>
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<p>Nephogram of pore water pressure when the tunnel is excavated to 10 m and 50 m: (<b>a</b>) when the tunnel is excavated to 10 m; (<b>b</b>) when the tunnel is excavated to 50 m.</p>
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<p>Variation law of pore water pressure at measuring points: (<b>a</b>) variation law of at P point and right arch ring; (<b>b</b>) variation law of vault.</p>
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<p>Seepage flow velocity map of tunnel excavation for 20 m: (<b>a</b>) flow velocity cloud map; (<b>b</b>) flow velocity vector map.</p>
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<p>Seepage flow velocity map of tunnel excavation for 50 m: (<b>a</b>) flow velocity cloud map; (<b>b</b>) flow velocity vector map.</p>
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<p>Flow velocity comparison diagram of each monitoring unit: (<b>a</b>) flow velocity of vault unit; (<b>b</b>) velocity of Y = 25 section monitoring units.</p>
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16 pages, 9604 KiB  
Article
Differential Characteristics of Conjugate Strike-Slip Faults and Their Controls on Fracture-Cave Reservoirs in the Halahatang Area of the Northern Tarim Basin, NW China
by Shenglei Wang, Lixin Chen, Zhou Su, Hongqi Dong, Bingshan Ma, Bin Zhao, Zhendong Lu and Meng Zhang
Minerals 2024, 14(7), 688; https://doi.org/10.3390/min14070688 - 30 Jun 2024
Viewed by 735
Abstract
The X-type strike-slip fault system and weathering crust karst fracture-cave and channel reservoirs were developed in the Halahatang area of the northern Tarim Basin. However, the relationship between the reservoir and the strike-slip fault remains controversial. Based on the core data, and taking [...] Read more.
The X-type strike-slip fault system and weathering crust karst fracture-cave and channel reservoirs were developed in the Halahatang area of the northern Tarim Basin. However, the relationship between the reservoir and the strike-slip fault remains controversial. Based on the core data, and taking an NE-striking strike-slip fault as an example, this paper dissects the karst reservoir from wells along the strike-slip fault damage zone and analyzes the control of scales, properties, and segmentation styles of strike-slip faults on karst reservoirs. The results show that (1) the scale of the strike-slip fault controls the distribution of the reservoir—the wider the fault damage zone, the wider the fracture-cave reservoirs; (2) the transtensional segments of the strike-slip fault are more likely to produce karstification, and the buried-hill area and the interbedded area are controlled by different hydrodynamic conditions to form different types of karst reservoirs; (3) six different parts of the strike-slip fault are conducive to the formation scale of fault fracture zones. This research provides new insight into recognizing karst reservoirs within strike-slip fault damage zones, which can be further applied to predict karst reservoirs controlled by strike-slip faults. Full article
(This article belongs to the Special Issue Deformation, Diagenesis, and Reservoir in Fault Damage Zone)
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<p>Simplified map of the tectonic units (<b>a</b>) and comprehensive stratigraphic column (<b>b</b>) in the northern Tarim Basin (In the figure frame is the scope of the study area).</p>
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<p>Comprehensive map of segmentation characteristics of strike-slip fault F<sub>I</sub>7 in Halahatang Oilfield. (<b>a</b>). Planar interpretation of strike-slip fracture zones; (<b>b</b>) Fracture, maximum likeihood atrribute, structural tensor overlay graph; (<b>c</b>) Trend of height difference variation; (<b>d</b>) Seismic profiled; (<b>e</b>) Fracture segmentation mode).</p>
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<p>Comparison diagram of karst (karst reservoir) along the strike-slip fault F<sub>I</sub>7 (west wall HA6-2-HA15-23 in the Northeastern Segment).</p>
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<p>Comparison diagram of karst (karst reservoir) along the strike-slip fault FI7 (East wall HA601-HA-15-22X of the northeastern section).</p>
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<p>Comparison diagram of karst (karst reservoir) along the strike-slip fault FI7 (RP7-H2-Ha602 in the eastern wall of the southwest segment).</p>
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<p>Comparison diagram of karst (karst reservoir) along the FI7 strike-slip fault (west wall JY7-RP7-H6 in the Southwest segment).</p>
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<p>Correlation diagram between the distance between the “string bead” shaped fracture cavity and the strike-slip fault in the Yijianfang Formation of Harahatang Oilfield (<b>a</b>) and the crude oil production and the distance from the strike-slip fault (<b>b</b>) (From internal data statistics of oil field).</p>
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<p>Correlation between the width of Ordovician carbonate rock fractures and caves and the width of fault damage zones in Halahatang Oilfield (Quoted from [<a href="#B22-minerals-14-00688" class="html-bibr">22</a>]).</p>
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<p>Karstification mode diagram of the transtensional segment (<b>a</b>) and transpressional segment (<b>b</b>) of the strike-slip fault in the buried-hill area.</p>
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<p>Geological model for the formation of karst fractures and caves in the Ordovician carbonate interbedded karst area of Halahatang Oilfield (North-South Direction).</p>
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<p>Karstification mode diagram of strike-slip fault tension and torsion segments (<b>a</b>) and compression and torsion segments (<b>b</b>) in the coverage area.</p>
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<p>Favorable location and characteristics of the fault damage zone of Ordovician carbonate rocks. (Green circles indicate favorable location, red lines indicate strike-slip fault).</p>
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21 pages, 21695 KiB  
Article
Research on the Deformation Mechanism of Railway Subgrade under Buried Strike–Slip Fault Dislocation
by Jingwei Liang, Yangsheng Ye, Degou Cai, Hongye Yan and Junkai Yao
Appl. Sci. 2024, 14(12), 5102; https://doi.org/10.3390/app14125102 - 12 Jun 2024
Viewed by 583
Abstract
With the gradual densification of China’s railway network, more and more railways are inevitably crossing active fault zones. Creep dislocation and stick–slip dislocation of the fault zones can lead to uneven deformation and cracks in the railway subgrade, threatening the sustainability of the [...] Read more.
With the gradual densification of China’s railway network, more and more railways are inevitably crossing active fault zones. Creep dislocation and stick–slip dislocation of the fault zones can lead to uneven deformation and cracks in the railway subgrade, threatening the sustainability of the railway. Therefore, a model test and numerical simulation were used to analyze the deformation mechanism and sustainability of the subgrade and foundation induced by a strike–slip fault dislocation in a flat site under different angles between the subgrade and fault strikes. The test and simulation results show that (1) under the influence of strike–slip fault dislocation, the horizontal direction of the subgrade appeared to have an S–shaped displacement. The top surface of the subgrade appeared to have a vertical settlement. Further, tension–shear cracks and compression crush zones appeared on the subgrade’s surface. (2) When the angle between the fault and subgrade strikes increased, the subgrade’s uneven deformations induced by fault dislocation first decreased and then increased. The angle between the main tension–shear crack on the top surface of the subgrade and the fault strike showed a trend of increasing and then decreasing. In addition, the compressive stress along the subgrade strike decreased, while the tensile stress along the subgrade strike gradually increased. (3) The tension–shear cracks in the subgrade and foundation were spiral and converged to the basement strike–slip fault along the depth direction. This study provides a reference for the safe operation and sustainability of railways near faults. Full article
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<p>Fault dislocation model test equipment.</p>
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<p>Test conditions: (<b>a</b>) no subgrade; (<b>b</b>) α = 90°; (<b>c</b>) α = 45°.</p>
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<p>Steel bracket and industrial camera for monitoring soil deformation.</p>
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<p>Model test results of fault dislocation on a flat surface without a subgrade. (<b>a</b>) The result of surface deformation due to a fault slip of 5 mm; (<b>b</b>) the result of surface deformation due to a fault slip of 10 mm; (<b>c</b>) the result of surface deformation due to a fault slip of 20 mm; (<b>d</b>) the result of surface deformation due to a fault slip of 30 mm.</p>
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<p>The distribution of cracks under the condition of α = 90°. (<b>a</b>) The result of subgrade deformation due to a fault slip of 1.2 mm; (<b>b</b>) the result of subgrade deformation due to a fault slip of 3.6 mm; (<b>c</b>) the result of subgrade deformation due to a fault slip of 6 mm.</p>
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<p>The distribution of cracks under the condition of α = 45°. (<b>a</b>) The result of subgrade deformation due to a fault slip of 1.2 mm; (<b>b</b>) the result of subgrade deformation due to a fault slip of 3.6 mm; (<b>c</b>) the result of subgrade deformation due to a fault slip of 6 mm.</p>
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<p>Model displacement field when the fault displacement increases from 2.4 mm to 3.6 mm under the condition of α = 90°. (<b>a</b>) X−direction displacement field; (<b>b</b>) Y–direction displacement field.</p>
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<p>Model displacement field when the fault displacement increases from 2.4 mm to 3.6 mm under the condition of α = 45°. (<b>a</b>) X–direction displacement field; (<b>b</b>) Y–direction displacement field.</p>
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<p>The deformation curve of the subgrade’s top surface through PIV under the condition of α = 90°. (<b>a</b>) The deformation perpendicular to the subgrade strike; (<b>b</b>) the deformation parallel to the subgrade strike.</p>
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<p>The deformation curve of the subgrade’s top surface through PIV under the condition of α = 45°. (<b>a</b>) The deformation perpendicular to the subgrade strike; (<b>b</b>) the deformation parallel to the subgrade strike.</p>
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<p>Model test results when the fault displacement is 20 mm under the condition of α = 90°. (<b>a</b>) Test photo; (<b>b</b>) the distribution of tension–shear cracks and compression crush zones; (<b>c</b>) the strain field.</p>
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<p>Model test results when the fault displacement is 40 mm under the condition of α = 90°. (<b>a</b>) The test photo; (<b>b</b>) the distribution of tension–shear cracks and compression crush zones; (<b>c</b>) the strain field.</p>
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<p>Model test results when the fault displacement is 20 mm under the condition of α = 45°. (<b>a</b>) The test photo; (<b>b</b>) the distribution of tension–shear cracks and compression crush zones; (<b>c</b>) the strain field.</p>
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<p>Model test results when the fault displacement is 40 mm under the condition of α = 45°. (<b>a</b>) The test photo; (<b>b</b>) the distribution of tension–shear cracks and compression crush zones; (<b>c</b>) the strain field.</p>
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<p>Subgrade settlement.</p>
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<p>The relative position between the fault and the subgrade.</p>
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<p>Numerical simulation models created in Midas GTS NX. (<b>a</b>) α = 45°; (<b>b</b>) α = 67.5°; (<b>c</b>) α = 90°; (<b>d</b>) α = 112.5°; (<b>e</b>) α = 135°; (<b>f</b>) α = 22.5°; (<b>g</b>) α = 157.5°.</p>
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<p>The stress along the subgrade strike calculated by GDEM. (<b>a</b>) The stress under the condition of α = 90° in the early stage of fault dislocation; (<b>b</b>) the stress under the condition of α = 90° in the later stage of fault dislocation.</p>
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<p>The stress along the subgrade strike calculated by GDEM. (<b>a</b>) α = 22.5°; (<b>b</b>) α = 45°; (<b>c</b>) α = 67.5°; (<b>d</b>) α = 112.5°; (<b>e</b>) α = 135°; (<b>f</b>) α = 157.5°.</p>
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<p>The combined damage factors of the models calculated by GDEM. (<b>a</b>) The factors under the condition of α = 90° in the early stage of fault dislocation; (<b>b</b>) the factors under the condition of α = 90° in the later stage of fault dislocation.</p>
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<p>The combined damage factors of the models calculated by GDEM. (<b>a</b>) α = 22.5°; (<b>b</b>) α = 45°; (<b>c</b>) α = 67.5°; (<b>d</b>) α = 112.5°; (<b>e</b>) α = 135°; (<b>f</b>) α = 157.5°.</p>
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<p>The relationship between β and α.</p>
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<p>Model profile. (<b>a</b>) The vertical profile of the model; (<b>b</b>) the horizontal profile at a distance of 1 m from the bedrock; (<b>c</b>) the horizontal profile at a distance of 2.5 m from the bedrock; (<b>d</b>) the horizontal profile at a distance of 4 m from the bedrock.</p>
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<p>The deformation curve perpendicular to the subgrade strike of the centerline of the subgrade top surface. (<b>a</b>) α = 22.5°, 45°, 67.5°, and 90°; (<b>b</b>) α = 90°, 112.5°, 135°, and 157.5°.</p>
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28 pages, 6947 KiB  
Article
Electromagnetic Impact of Overhead High-Voltage Lines during Power Transmission on Buried Signaling Cables of the Traffic Control Systems in Modernized Railway Lines
by Zofia Wróbel, Robert Ziemba, Renata Markowska and Ryszard Mielnik
Energies 2024, 17(11), 2554; https://doi.org/10.3390/en17112554 - 24 May 2024
Viewed by 835
Abstract
The railway transport system is a key factor supporting industrialization in all aspects of human activity. However, in order not to lose its importance, it must meet the challenge of modern civilization. The safety, reliability, and efficiency of railway transport, to a large [...] Read more.
The railway transport system is a key factor supporting industrialization in all aspects of human activity. However, in order not to lose its importance, it must meet the challenge of modern civilization. The safety, reliability, and efficiency of railway transport, to a large degree, depend on using highly integrated electronics, which are very sensitive to various disturbances generated in the electric traction system and train or coming from the environment. One of the sources of electromagnetic disturbances are high-voltage (HV) power lines running close to the railway infrastructure. The purpose was to assess the electromagnetic impact of overhead HV transmission lines on buried signaling cables of the railway traffic control system crossbreeding with them. The levels of voltage induced in the cable under steady state and the earth fault in the HV line at various soil resistivity were estimated. A software tool based on a hybrid numerical method that combines circuit theory and electromagnetic field theory was used for computations. It was found that very high voltages may be induced in the signaling cables during earth faults in the HV lines, which may lead to serious interference or damage to the equipment. The results provide useful knowledge for implementing modern railway traffic control systems and protection measures. Full article
(This article belongs to the Special Issue Advances in Solar Systems and Energy Efficiency)
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<p>Sketch of the case under study: (<b>a</b>) location of the RTC signaling cable running along the railway track in relation to the HV transmission line; (<b>b</b>) silhouette of the HV line tower with marked positions of the phase conductors (L1, L2, and L3) and the overhead (ground/neutral) wire (OW).</p>
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<p>Modeling (<b>a</b>) the HV transmission line and the terminal substation; (<b>b</b>) the fault-to-ground condition at one of the HV line towers.</p>
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<p>View of the considered earth fault places in the HV transmission line relative to the crossbreeding place of the line with the RTC signaling cable: (<b>a</b>) HV line tower located closest to the RTC signaling cable; (<b>b</b>) HV line tower located at a 5 km distance to the left from the tower closest to the cable; (<b>c</b>) HV line tower located at a 5 km distance to the right from the tower closest to the cable.</p>
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<p>Distributions of voltage induced along the RTC signaling cable (rms values of potential with respect to the reference earth) during the normal operation of the 110 kV transmission line at the rated symmetrical load <span class="html-italic">I</span><sub>N</sub> = 634 A, calculated for (<b>a</b>) 100 Ωm soil resistivity; and (<b>b</b>) variable soil resistivity.</p>
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<p>Voltage distributions in the RTC signaling cable (rms values) calculated for the steady-state operation of the 110 kV transmission line at (<b>a</b>) nominal symmetrical load <span class="html-italic">I</span><sub>N</sub> = 634 A and asymmetrical load with 0.9 <span class="html-italic">I</span><sub>N</sub> = 571 A in one of the phases for a soil resistivity of 100 Ωm; (<b>b</b>) asymmetrical load with 0.9 <span class="html-italic">I</span><sub>N</sub> = 571 A in phase L3 for variable soil resistivity.</p>
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<p>Voltage distributions in the RTC signaling cable (rms values), calculated for the steady-state operation of the 110 kV transmission line at (<b>a</b>) the nominal symmetrical load <span class="html-italic">I</span><sub>N</sub> = 634 A and the asymmetrical load with 1.1 <span class="html-italic">I</span><sub>N</sub> = 697 A in one of the phases for soil resistivity 100 Ωm; (<b>b</b>) asymmetrical load with 1.1 <span class="html-italic">I</span><sub>N</sub> = 697 A in phase L1 for variable soil resistivity.</p>
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<p>Voltage distributions in the RTC signaling cable (rms values), calculated for the earth fault in phase L1 of the 110 kV transmission line at the tower nearest to the signaling cable for the fault current of 5 kA and soil resistivity: (<b>a</b>) 100 Ωm; (<b>b</b>) variable.</p>
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<p>Voltage distributions in the signaling cable (rms values), calculated for the earth fault in phase L1 of the 110 kV transmission line at the tower located 5 km left (direction Rzesz) from the tower closest to the cable, for the fault current of 5 kA and soil resistivity: (<b>a</b>) 100 Ωm; (<b>b</b>) variable.</p>
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<p>Voltage distributions in the signaling cable (rms values), calculated for the earth fault in phase L1 of the 110 kV transmission line at the tower located 5 km right (direction Wid) from the tower closest to the cable, for the fault current of 5 kA and soil resistivity: (<b>a</b>) 100 Ωm; (<b>b</b>) variable.</p>
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<p>Distribution of the earth potential around the HV transmission line tower located nearest to the RTC signaling cable (80 m distance to the cable axis) during the earth fault in phase L1 at this tower for the fault current of 5 kA and soil resistivity of 100 Ωm: (<b>a</b>) on a plane in the 3D perspective; (<b>b</b>) along a linear profile above the signaling cable.</p>
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<p>Maximum values of voltages induced in the RTC signaling cable due to inductive coupling effects from the HV transmission line during: (<b>a</b>) the steady-state operation; (<b>b</b>) earth fault.</p>
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12 pages, 7370 KiB  
Communication
Fault Kinematics of the 2023 Mw 6.0 Jishishan Earthquake, China, Characterized by Interferometric Synthetic Aperture Radar Observations
by Xing Huang, Yanchuan Li, Xinjian Shan, Meijiao Zhong, Xuening Wang and Zhiyu Gao
Remote Sens. 2024, 16(10), 1746; https://doi.org/10.3390/rs16101746 - 15 May 2024
Cited by 3 | Viewed by 1244
Abstract
Characterizing the coseismic slip behaviors of earthquakes could offer a better understanding of regional crustal deformation and future seismic potential assessments. On 18 December 2023, an Mw 6.0 earthquake occurred on the Lajishan–Jishishan fault system (LJFS) in the northeastern Tibetan Plateau, causing serious [...] Read more.
Characterizing the coseismic slip behaviors of earthquakes could offer a better understanding of regional crustal deformation and future seismic potential assessments. On 18 December 2023, an Mw 6.0 earthquake occurred on the Lajishan–Jishishan fault system (LJFS) in the northeastern Tibetan Plateau, causing serious damage and casualties. The seismogenic fault hosting this earthquake is not well constrained, as no surface rupture was identified in the field. To address this issue, in this study, we use Interferometric Synthetic Aperture Radar (InSAR) data to investigate the coseismic surface deformation of this earthquake and invert both ascending and descending line-of-sight observations to probe the seismogenic fault and its slip characteristics. The InSAR observations show up to ~6 cm surface uplift caused by the Jishishan earthquake, which is consistent with the thrust-dominated focal mechanism. A Bayesian-based dislocation modeling indicates that two fault models, with eastern and western dip orientations, could reasonably fit the InSAR observations. By calculating the coseismic Coulomb failure stress changes (∆CFS) induced by both fault models, we find that the east-dipping fault scenario could reasonably explain the aftershock distributions under the framework of stress triggering, while the west-dipping fault scenario produced a negative ∆CFS in the region of dense aftershocks. Integrating regional geological structures, we suggest that the seismogenic fault of the Jishishan earthquake, which strikes NNE with a dip of 56° to the east, may be either the Jishishan western margin fault or a secondary buried branch. The optimal finite-fault slip modeling shows that the coseismic slip was dominated by reverse slip and confined to a depth range between ~5 and 15 km. The released seismic moment is 1.61 × 1018 N·m, which is equivalent to an Mw 6.07 earthquake. While the Jishishan earthquake ruptured a fault segment of approximately 20 km, it only released a small part of the seismic moment that was accumulated along the 220 km long Lajishan–Jishishan fault system. The remaining segments of the Lajishan–Jishishan fault system still have the capability to generate moderate-to-large earthquakes in the future. Full article
(This article belongs to the Special Issue Monitoring Geohazard from Synthetic Aperture Radar Interferometry)
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<p>Regional tectonic setting of the Lajishan–Jishishan fault system. Black curves represent mapped active faults. Blue arrows denote interseismic GNSS velocities with respect to the stable Eurasian plate, with error ellipses showing 70% confidence levels [<a href="#B13-remotesensing-16-01746" class="html-bibr">13</a>]. Black focal mechanisms show that major earthquakes have occurred in this region since 1970 (United States Geological Survey). The red focal mechanism corresponds to the 2023 Mw 6.0 Jishishan earthquake. Gray circles show aftershocks within two weeks following the mainshock. The inset shows the location of the study region. Red polygons represent the ground coverage of the Sentinel-1A images from ascending (T128) and descending (T135) tracks. LJS-NF: Lajishan northern margin fault; LJS-SF: Lajishan southern margin fault; JSS-EF: Jishishan eastern margin fault; JSS-WF: Jishishan western margin fault; DTH-LXF: Daotanghe–Linxia fault; WQL-NF: western Qinling northern margin fault. ATF: Altyn Tagh fault; HYF: Haiyuan fault; KLF: Kunlun fault; GZYU-XSHF: Ganziyushu–Xianshuihe fault; JLF: Jiali fault; LMSF: Longmenshan fault.</p>
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<p>Coseismic LOS displacements induced by the 2023 Mw 6.0 Jishishan earthquake. (<b>a</b>,<b>d</b>) represent the unwrapped interferograms without atmospheric correction. (<b>b</b>,<b>e</b>) are the unwrapped interferograms after GACOS correction. Positive LOS displacements correspond to ground motion toward the satellite. (<b>c</b>,<b>f</b>) show the comparison of LOS displacements before and after atmospheric correction along the AB profile in (<b>a</b>,<b>d</b>).</p>
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<p>The marginal posterior probability distributions of the source parameters for (<b>a</b>) the east-dipping fault model and (<b>b</b>) west-dipping fault model. Red curves in each panel represent the Gaussian function that best fits the parameter samples.</p>
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<p>Coseismic slip model for the east-dipping fault model of the 2023 Mw 6.0 Jishishan earthquake. (<b>a</b>) Surface projection of the coseismic slip model of this earthquake. The black line represents the surface trace of the seismogenic fault. (<b>b</b>) Depth projection of the coseismic slip model. Black arrows indicate the slip direction. The black star shows the depth of the mainshock. The inset shows the trade-off curve between the InSAR data misfit and fault model roughness. (<b>c</b>–<b>h</b>) Comparison of observations and predictions of LOS displacements for both ascending and descending tracks.</p>
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<p>Coseismic slip model for the west-dipping fault model of the 2023 Mw 6.0 Jishishan earthquake. The rest of the caption is the same as in <a href="#remotesensing-16-01746-f004" class="html-fig">Figure 4</a>.</p>
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<p>Coseismic Coulomb failure stress changes (∆CFS) induced by the 2023 Mw 6.0 Jishishan earthquake along a cross-section. (<b>a</b>) Colored circles represent the spatial distribution of aftershocks over time. Dashed lines are the surface traces of the two fault models obtained in this study. Black curves are the active faults. The magenta line denotes the profile. (<b>b</b>) ∆CFS on the east-dipping fault. (<b>c</b>) ∆CFS on the west-dipping fault. Black dots in (<b>b</b>,<b>c</b>) represent the depth projection of the aftershocks. The brown star is the epicenter of the mainshock.</p>
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<p>Schematic diagram of the deep structure of regional faults. The red dashed lines show the two fault models resolved by InSAR observations. Colored circles represent the aftershocks. The red focal mechanism corresponds to the 2023 Mw 6.0 Jishishan earthquake.</p>
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27 pages, 12972 KiB  
Article
Characteristics and Genetic Mechanism of Granite Weathering Crust of Songnan Low Uplift, Qiongdongnan Basin, South China Sea
by Zhiyu Li, Jianhua Guo and Shiqing Wu
Minerals 2024, 14(5), 512; https://doi.org/10.3390/min14050512 - 14 May 2024
Cited by 1 | Viewed by 927
Abstract
Recently, a large-scale gas reservoir was discovered in granitic buried hills of the Songnan Low Uplift in the Qiongdongnan Basin. However, the strong heterogeneity of granite reservoirs limits further exploration and evaluation. Based on observations of sixty core samples and sixty thin sections, [...] Read more.
Recently, a large-scale gas reservoir was discovered in granitic buried hills of the Songnan Low Uplift in the Qiongdongnan Basin. However, the strong heterogeneity of granite reservoirs limits further exploration and evaluation. Based on observations of sixty core samples and sixty thin sections, mineral composition, zircon dating, apatite fission tracks, physical properties, image logs, outcrop surveys and seismic interpretations, the characteristics of granite weathering crust of the Songnan Low Uplift are analyzed, and its controlling factors and evolution process are evaluated. The results show that weathered granite in the study area can be divided into several zones, from top to bottom: eluvium–slope zone, sandy zone, weathered fracture zone and horizontal undercurrent vuggy zone. The reservoirs in the eluvium–slope zone are dominated by microfissures and intergranular dissolution pores and have an average porosity of 4.68% and permeability of 2.34 md; the reservoirs in the sandy zone are composed of intergranular and intragranular dissolution pores and have an average porosity of 11.46% and permeability of 4.99 md; the reservoirs in the weathered fracture zone consist of various fractures and have an average porosity of 3.91% and permeability of 2.5 md; the reservoirs in the horizontal undercurrent vuggy zone are subhorizontal fractures and vugs and have an average porosity of 2.7% and permeability of 0.23 md. The development of granite reservoirs is jointly influenced by petrology and minerals, long-term exposure in a warm humid paleoclimate, faults, diverse topographies and shallow buried depth. Based on the above, our study establishes a development model of weathering crust and suggests that only the gentle slope and platform remain strongly weathered zones. After undergoing a complex evolution process of formation–destruction/denudation–regeneration–preservation, the current weathering crust of the Songnan Low Uplift is finally established. The results of this study have important theoretical and application value for the hydrocarbon exploration of buried hills in the Qiongdongnan Basin and provide a reference example for other granite reservoirs worldwide. Full article
(This article belongs to the Section Mineral Deposits)
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<p>(<b>a</b>) Sketch map showing location of Qiongdongnan Basin in South China Sea. (<b>b</b>) Tectonic units of Qiongdongnan Basin (modified after Zhou et al. [<a href="#B40-minerals-14-00512" class="html-bibr">40</a>]); (<b>c</b>) location of Songnan Low Uplift.</p>
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<p>Comprehensive stratigraphic column showing sedimentary characteristics and major tectonic events in Songnan Low Uplift (modified after Yang et al. [<a href="#B32-minerals-14-00512" class="html-bibr">32</a>] and Zhou et al. [<a href="#B40-minerals-14-00512" class="html-bibr">40</a>]). Q, Quaternary; N, Neogene; E, Paleogene; The symbol “?” implies the Lingtou formation is undrilled in Songnan Low Uplift.</p>
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<p>QAP diagram of granite from SNLU (modified after Ye et al. [<a href="#B18-minerals-14-00512" class="html-bibr">18</a>]): 0. quartzolite; 1. quartz-rich granitoids; 2. alkali feldspar granite; 3a. syenogranite; 3b. monzonitic granite; 4. granodiorite; 5. tonalite; 6. quartz alkali feldspar syenite; 7. quartz syenite; 8. quartz monzonite; 9. quartz monzodiorite, quartz monzogabbro; 10. quartz diorite, quartz gabbro, quartz anorthosite; 11. alkali feldspar syenite; 12. syenite; 13. monzonite; 14. monzodiorite, monzogabbro; 15. diorite, gabbro.</p>
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<p>Granite cores of SNLU: (<b>a</b>) fractured monzonitic granite (well S831, 2860 m); (<b>b</b>) monzonitic granite with high content of K-feldspar (well S811, 2974 m); (<b>c</b>) granodiorite with high content of mafic mineral (well S832, 2970 m); (<b>d</b>) eluvial and slope layer, note massive granite (well S832, 2890 m); (<b>e</b>) mixture of weathered gravel, sandstone and clay (well S832, 2895 m); (<b>f</b>) weathered granite with loose sandy structure (well S832, 2905 m); (<b>g</b>) weathered granite with severe dissolution (well S832, 2935 m); (<b>h</b>) unfilled fractures and high-angle cross-fractures (well S812, 3361 m); (<b>i</b>) vugs filled by calcite, note dissolution deformation (well S812, 3470 m).</p>
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<p>Concordia diagrams for zircon particles from granitic rocks in SNLU: (<b>a</b>) well S811; (<b>b</b>) well S812; (<b>c</b>) well S831; (<b>d</b>) well S832. Mean, mean zircon age; <span class="html-italic">n</span>, number of zircon particles; MSWD, mean square weighted deviation.</p>
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<p>Thin sections of granite from SNLU: (<b>a</b>) structural fractures (well S831, 2860 m), plane-polarized light; (<b>b</b>) net-like fractures (well S811, 3347 m), plane-polarized light; (<b>c</b>) microfissures, note dissolution pores along fractures (well S811, 2952 m), plane-polarized light; (<b>d</b>) fractures widened by dissolution in feldspar (well S831, 2964.5 m), plane-polarized light; (<b>e</b>) intergranular dissolution pores between mineral particles (well S811, 2960.5 m), plane-polarized light; (<b>f</b>) intragranular dissolution pores in feldspar (well S811, 2968 m), plane-polarized light. SF, structural fracture; NF, network fracture; MF, microfissure; DF, dissolution fracture; InteDP, intergranular dissolution pore; IntrDP, intergranular dissolution pore.</p>
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<p>FMI log features of weathering crust reservoirs in study area: (<b>a</b>) strongly weathered granite, note bright massive breccia; (<b>b</b>) continuous fracture (CF); (<b>c</b>) semi-continuous fracture (SCF); (<b>d</b>) widened fracture (WF); (<b>e</b>) fresh granite.</p>
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<p>Cross-plot of porosity and permeability of granite from SNLU.</p>
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<p>Seismic reflection characteristics of weathering crust in SNLU. The darker the color, the stronger the amplitude.</p>
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<p>Granite outcrops of Dawei Mountain in Liuyang. (<b>a</b>) Whole structure of granite weathering crust with distinct zonation. (<b>b</b>) Well-preserved eluvial slope layer on top of Dawei Mountain, note massive gravels. (<b>c</b>) Weathered sandstone is loose and complete calcite dyke is visible. (<b>d</b>) Weathered sandy layer shows stronger dissolution compared to overlying eluvial slope layer. (<b>e</b>) Fragmented zone and perpendicular fractures (red line) in middle of Dawei Mountain. (<b>f</b>) Low-angle fractures (red line) and vugs at foot of Dawei Mountain.</p>
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<p>Vertical zonation of granite weathering crust in SNLU. The FMI imaging log of the ESZ, SZ, WFZ, HUVZ and bedrock becomes brighter and brighter, showing that the weathering weakens gradually from (<b>top</b>) to (<b>bottom</b>). On top of the granite (ESZ + SZ), the cores are generally loose and mainly composed of residual sand and gravel. The core in the WFZ becomes denser and is filled with various high-angle fractures, while the rock in the HUVZ is slightly weathered to form low-angle fractures and vugs. As the weathering intensity gradually decreases, the seismic amplitude and continuity of the ESZ, SZ, WFZ and HUVZ appear to be weaker and weaker.</p>
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<p>Oligocene palynological assemblages in SNLU.</p>
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<p>Fracture characteristics of SNLU: (<b>a</b>) variation cube slice of study area; (<b>b</b>) distribution of trends and dips of conductive fractures in SNLU.</p>
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<p>Geological cross-well profile of study area (profile location seen in <a href="#minerals-14-00512-f001" class="html-fig">Figure 1</a>). The symbol “?” implies the HUVZ is not undrilled in Well S131.</p>
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<p>Relationship between physical properties and buried depth in deep-water area of QDNB: (<b>a</b>) porosity decreases with increasing buried depth; (<b>b</b>) loose side-wall core of SZ; (<b>c</b>) thin section of SZ showing well-developed intergranular dissolution pores.</p>
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<p>Development pattern of weathering crust reservoirs in SNLU. From top to bottom, reservoir type and weathering product vary with the decreasing weathering intensity. Horizontally, the structures of weathering crust vary with different topographies. The triangle symbol implies the sea level.</p>
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<p>Thermal history of wells in SNLU: (<b>a</b>) well S811; (<b>b</b>) well S812; (<b>c</b>) well S831; (<b>d</b>) well S832; (<b>e</b>) well S131. (<b>f</b>) Comprehensive thermal history of SNLU granite structure. Green envelope is covered by “acceptable fit” temperature–time paths, rose envelope is covered by “good fit” temperature–time paths, and solid black lines represent best-fit temperature–time paths. GOF, goodness of fit.</p>
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<p>Evolution process of weathering crust reservoir.</p>
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<p>Prediction of favorable reservoirs in study area.</p>
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15 pages, 7134 KiB  
Article
Prediction Model for Trends in Submarine Cable Burial Depth Variation Considering Dynamic Thermal Resistance Characteristics
by Zhenxing Hu, Xueyong Ye, Xiaokang Luo, Hao Zhang, Mingguang He, Jiaxing Li and Qian Li
Energies 2024, 17(9), 2127; https://doi.org/10.3390/en17092127 - 29 Apr 2024
Viewed by 1023
Abstract
Fault problems associated with submarine cables caused by variations in their burial depth are becoming increasingly prominent. To address the difficulty of detecting the burial depth of submarine cables and trends in its variation, a prediction model for submarine cable burial depth was [...] Read more.
Fault problems associated with submarine cables caused by variations in their burial depth are becoming increasingly prominent. To address the difficulty of detecting the burial depth of submarine cables and trends in its variation, a prediction model for submarine cable burial depth was proposed which considers the dynamic characteristics of thermal resistance. First, a parallel thermal circuit model of a three-core submarine cable was established, and a formula for calculating the submarine cable’s burial depth was derived based on a formula for calculating the submarine cable’s core temperature. Then, the calculation result was corrected by considering the dynamic characteristics of the thermal resistance of the submarine cable’s structural materials. On this basis, feature vectors associated with the seabed cable burial depth calculation data and time nodes were mined by a convolutional neural network and used as the input parameters of a long short-term memory network for optimization and training, and a prediction model for trends in seabed cable burial depth variation was obtained. Finally, an example analysis was carried out based on the actual electrical parameter data of submarine cables buried by an offshore oil and gas platform. The results showed that the prediction model for trends in variations in the burial depth of submarine cables based on the CNN-LSTM neural network can achieve high prediction accuracy and prediction efficiency. Full article
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<p>Schematic diagram of submarine cable structure.</p>
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<p>Model of parallel thermal circuit of submarine cable.</p>
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<p>Temperature–thermal resistance sensitivity.</p>
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<p>Temperature-thermal resistance relationship.</p>
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<p>Calculation processes for cable temperature and burial depth.</p>
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<p>Time-varying curve of the absolute error of the submarine cable burial depth.</p>
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<p>CNN structure.</p>
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<p>Structure of LSTM.</p>
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<p>The effect of an electrical fault on the cable’s core temperature.</p>
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<p>Submarine cable burial depth prediction and correction process.</p>
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<p>Flow of predicting submarine cable burial depth based on CNN-LSTM.</p>
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<p>Comparison of prediction results for burial depth change trend (Group 1).</p>
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<p>Comparison of prediction results for burial depth change trend (Group 2).</p>
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26 pages, 22374 KiB  
Article
Characteristics, Controlling Factors and Reservoir Quality Implications of Inner Fracture Zones in Buried Hills of Archean Covered Metamorphic Rock in Block 13-2, Bozhong Depression
by Junjie Lu, Xuanlong Shan, Jian Yi, Huiyong Li, Peng Xu, Guoli Hao, Ang Li, Shuai Yin, Shuyue Ren, Chaoyang Liu and Yunqian Shi
Energies 2024, 17(6), 1345; https://doi.org/10.3390/en17061345 - 11 Mar 2024
Cited by 1 | Viewed by 1045
Abstract
Inner fracture zones play a decisive role in the formation of high-quality reservoirs in buried hill reservoirs in covered metamorphic rock. Based on core, sidewall core, thin section, seismic, logging and reservoir physical property data, the fracture development characteristics of the Bozhong 13-2 [...] Read more.
Inner fracture zones play a decisive role in the formation of high-quality reservoirs in buried hill reservoirs in covered metamorphic rock. Based on core, sidewall core, thin section, seismic, logging and reservoir physical property data, the fracture development characteristics of the Bozhong 13-2 block buried hill reservoir are described in detail and the controlling factors and the influence on reservoir quality are discussed. The results showed: (1) three groups of tectonic fractures developed in the study area—near-EW-striking, ENE-striking and nearly N–S-striking fractures—were controlled by the early Indosinian thrusting, the late Indosinian to early Yanshanian sinistral strike-slipping and the late Yanshanian late dextral strike-slipping in the Bohai Bay Basin, respectively. The ENE- and nearly-E-W-striking fractures are the most common, and the dip angles of the fractures are mostly between 35° and 75° and thus oblique. (2) The Indosinian-early Yanshanian was the main fracture-forming period, and the dextral strike-slip action in the late Yanshanian was the key to maintaining effective fractures. Imaging logging shows that 97.87% of the fractures are effective fractures. Based on thin section observation, 14.47% of the fractures are unmodified open fractures and 80.37% of the fractures are effective fractures due to reactivation. (3) The late Yanshanian strike-slip fault transformed the deformation adjustment zone formed by the early Indosinian thrust faulting and the core of the fold structure was more conducive to fracture development. The fracture density of a single well located within the deformation adjustment zone and at the core of the fold is between 0.93–1.49 m−1, the fracture density of a single well located only at the core of the fold is between 0.67–0.75 m−1 and that of a single well located at the wing of the fold is between 0.35–0.59 m−1. Diabase dike intrusions promoted the development of local fractures. (4) Fractures promote the migration and accumulation of oil and gas, and the fracture density in the oil layer is between 0.81–2.19 m−1. That in the nonoil layer is between 0.25–1.12 m−1. In addition, fractures not only provide storage space but also effectively improve the reservoir capacity of the inner fracture zones of buried hill reservoirs by concentrating dissolution. Full article
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<p>Structural outline map and comprehensive stratigraphic column diagram of buried hills in Bohai Bay Basin. (<b>a</b>) Location of Bohai Bay Basin; (<b>b</b>) structural outline map of Bohai Bay Basin, modified after Yi et al. (2022) [<a href="#B27-energies-17-01345" class="html-bibr">27</a>].</p>
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<p>Lithology comprehensive column diagram of Bozhong 13-2 block, modified after Li et al. (2021) [<a href="#B26-energies-17-01345" class="html-bibr">26</a>]). Fm. = formation; Sym. = symbol; SR. = seismic reference; Mz = Mesozoic; E<sub>1</sub> = Paleocene; N<sub>2</sub> = Pliocene.</p>
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<p>Flow chart of fracture research.</p>
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<p>Typical lithology in inner zone of Archaean buried hill in Bozhong 13-2 block. (<b>a</b>) Granitic gneiss, core, BZ13-C, 4716.66 m; (<b>b</b>) granitic gneiss, thin section, BZ13-B, 5025.00 m; (<b>c</b>) cataclastic rock, thin section, BZ13-D, 5090.00 m; (<b>d</b>) diabase, thin section, BZ13-B, 5040.00 m; (<b>e</b>) granitic gneiss, sidewall core, BZ13-B, 5025.00 m; (<b>f</b>) cataclastic rock, sidewall core, BZ13-B, 5129.00 m. Bt = biotite, Qtz = quartz, Kfs = K-feldspar, Pl = plagioclase.</p>
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<p>Microscopic characteristics of fractures in the inner zone of Archaean buried hill in Bozhong 13-2 block ((<b>a</b>–<b>i</b>) are thin section images, (<b>j</b>–<b>l</b>) are SEM images). (<b>a</b>) Three groups of oblique fractures developed in the microcline, BZ13-A, 4464.00 m; (<b>b</b>) three groups of oblique fractures developed in the feldspar, BZ13-D, 5082.50 m; (<b>c</b>) three groups of oblique fractures developed in the feldspar and quartz, BZ13-B, 4946.00 m; (<b>d</b>) tectonic stress produces plastic deformation in biotite, brittle deformation in feldspar, BZ13-B, 5025.00 m; (<b>e</b>) network tectonic fractures in feldspar and quartz, BZ13-A, 4410.00 m; (<b>f</b>) two groups of nearly right angle dense network tectonic fractures in feldspar, BZ13-D, 4925.00 m; (<b>g</b>) group of stepped shear joint, BZ13-B, 4655.00 m; (<b>h</b>) multiple groups of stepped shear joints, BZ13-B, 4720.00 m; (<b>i</b>) group of stepped shear joint, BZ13-B, 4963.00 m; (<b>j</b>) fracture in quartz crystals, slightly filled with filamentous illite, BZ13-B, 4729.00 m; (<b>k</b>) fracture between quartz crystals, BZ13-C, 4628.00 m; (<b>l</b>) sheet biotite is compressed by tectonic stress and deforms, BZ13-B, 4717.76 m. Qtz = quartz, Kfs = K-feldspar, Cal = calcite, Pl = plagioclase, Bt = biotite, Ill = illite.</p>
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<p>FMI characteristics of conductive fracture, resistive fracture and induced fracture in the inner zone of Archaean buried hill in Bozhong 13-2 block. (<b>a</b>) Characteristics of conductive fractures, (<b>b</b>) characteristics of resistive fractures, (<b>c</b>) characteristics of induced fractures.</p>
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<p>Characteristics of natural tectonic fracture strike and dip angle in the inner zone of Archaean buried hill in Bozhong 13-2 block. (<b>a</b>) Orientations of tectonic fractures; (<b>b</b>) dip angle of tectonic fractures; (<b>c</b>) orientations of single well tectonic fractures.</p>
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<p>Characteristics of borehole induced fracture strike and dip angle in the inner zone of Archaean buried hill in Bozhong 13-2 block. (<b>a</b>) Orientations of induced fractures; (<b>b</b>) dip angle of induced fractures; (<b>c</b>) orientations of single well induced fractures.</p>
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<p>Distribution and state of tectonic fractures. (<b>a</b>) Comparison of fracture linear density in different wells; (<b>b</b>) fracture state statistics based on FMI logging; (<b>c</b>) fracture state statistics based on thin section.</p>
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<p>Fault distribution map of Bozhong 13-2 block. (<b>a</b>) Fault distribution map of Bozhong 13-2 block; (<b>b</b>) map of major faults; (<b>c</b>) theoretical diagram of fault deformation adjustment zone.</p>
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<p>(<b>a</b>,<b>b</b>) Profiles of Bozhong 19-6 and Bozhong 13-2 tectonic area in Bozhong Depression, Bohai Bay Basin (for the location of the section, see (<a href="#energies-17-01345-f001" class="html-fig">Figure 1</a>b)); (<b>c</b>,<b>d</b>) profile of drilling position and structural position in area Bozhong 13-2 (for the location of the section, see <a href="#energies-17-01345-f010" class="html-fig">Figure 10</a>a).</p>
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<p>Stratigraphic column of well BZ13-D in Bozhong Depression, Bohai Bay Basin.</p>
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<p>Fracture filling and reactivation characteristics in the inner zone of Archaean buried hill in Bozhong 13-2 block. (<b>a</b>) Unfilled fractures, BZ13-E, 4690.50 m; (<b>b</b>) multiple stages of fractures, BZ13-B, 4686.00 m; (<b>c</b>) reactivation fractures, BZ13-B, 4663.00 m; (<b>d</b>) dissolution pore around the reactivate fracture, BZ13-B, 4744.00 m; (<b>e</b>) dissolution pore around the reactivate fracture, BZ13-B, 5124.00 m; (<b>f</b>) multiple stages filling, BZ13-D, 5122.00 m; (<b>g</b>) fracture filling and reactivation, BZ13-D, 5408.00 m; (<b>h</b>) multiple stages filling, BZ13-D, 5189.00 m.</p>
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<p>Bitumen and hydrocarbon inclusion characteristics in fractures in the inner zone of Archaean buried hill in Bozhong 13-2 block. (<b>a</b>,<b>b</b>) Brown diluted oil bitumen remaining in fractures, BZ13-C, 4621.00 m; (<b>c</b>) fluorescent hydrocarbon inclusions within quartz crystal fractures, BZ13-C, 4536.00 m; (<b>d</b>) fluorescent hydrocarbon inclusions within quartz crystal fractures, BZ13-C, 4717.00 m.</p>
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<p>Reservoir types and physical properties of the inner zone of Archaean buried hill in Bozhong 13-2 block (modified after Ye et al. (2020) [<a href="#B60-energies-17-01345" class="html-bibr">60</a>]).</p>
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<p>Fracture density in oil and nonoil zone of Bozhong 13-2 block, Bozhong Depression, Bohai Bay Basin.</p>
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16 pages, 7659 KiB  
Article
The Effect of the Vertical Layout on Underground Cable Current Carrying Capacity
by Ahmet Ozyesil, Burak Altun, Yunus Berat Demirol and Bora Alboyaci
Energies 2024, 17(3), 674; https://doi.org/10.3390/en17030674 - 31 Jan 2024
Cited by 1 | Viewed by 1784
Abstract
Underground cable installation in historical areas, natural protected areas, narrow streets, or residential areas with high traffic flows is very difficult due to both legal permits and the conditions of the work sites. The trefoil layout requires a smaller channel than the flat [...] Read more.
Underground cable installation in historical areas, natural protected areas, narrow streets, or residential areas with high traffic flows is very difficult due to both legal permits and the conditions of the work sites. The trefoil layout requires a smaller channel than the flat layout. However, the trefoil layout carries some risks, such as damage to the cables together in the event of short circuit faults and reduced ampacity in single-side-bonded systems. This study’s scope examines the current carrying capacities and thermal effects of directly buried underground cables in trefoil and vertical layouts using CYMCAP power cable analysis software. A field investigation was also carried out to verify the analysis results. The performance of the recommended method was evaluated by considering current and temperature measurements from the fieldwork and analysis. According to the studied cable design, the current carrying capacities of the cables in flat and vertical layouts are similar and higher than in the trefoil layout. However, it should be taken into consideration that these results will vary depending on a cable system’s design parameters. As a result, this article emphasizes that a vertical layout can be considered as a layout option in certain areas. Full article
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<p>General cable layers.</p>
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<p>The minimum dimensions of the TEDAS standard cable channel.</p>
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<p>Electrical equivalent thermal model of cable layers. <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">T</mi> </mrow> <mrow> <mn>1</mn> </mrow> </msub> </mrow> </semantics></math>: Thermal resistance of the insulation (°C m/W). <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">T</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> </mrow> </semantics></math>: Thermal resistance of the inner sheath (°C m/W). <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">T</mi> </mrow> <mrow> <mn>3</mn> </mrow> </msub> </mrow> </semantics></math>: Thermal resistance of the outer sheath (°C m/W). <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">T</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> </mrow> </semantics></math>: Thermal resistance of the soil (°C/W). <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">W</mi> </mrow> <mrow> <mi mathvariant="normal">c</mi> </mrow> </msub> </mrow> </semantics></math>: Thermal loss of the core (W). <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">W</mi> </mrow> <mrow> <mi mathvariant="normal">d</mi> </mrow> </msub> </mrow> </semantics></math>: Thermal loss of the semiconductor (dielectric) (W). <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">W</mi> </mrow> <mrow> <mi mathvariant="normal">s</mi> </mrow> </msub> </mrow> </semantics></math>: Thermal loss of the metallic screen (W). <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">W</mi> </mrow> <mrow> <mi>a</mi> </mrow> </msub> </mrow> </semantics></math>: Thermal loss of the armor (W).</p>
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<p>CYMCAP model of the (N) A2XSY 150 mm<sup>2</sup> cable.</p>
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<p>CYMCAP current carrying capacity analysis results for the flat layout.</p>
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<p>CYMCAP current carrying capacity analysis results for the trefoil layout.</p>
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<p>CYMCAP current carrying capacity analysis results for the vertical layout.</p>
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<p>Channel dimension for the vertical layout.</p>
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<p>Channel dimension for the trefoil layout.</p>
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<p>(<b>a</b>) Specially produced digger mouth. (<b>b</b>) Channel digging works.</p>
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<p>(<b>a</b>) Temperature sensor (PT100) connections for the trefoil layout. (<b>b</b>) Temperature sensor connections for the vertical layout.</p>
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<p>(<b>a</b>) The data logger device. (<b>b</b>) The web-based remote monitoring interface.</p>
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<p>Current and temperature measurements dated 27 July 2020 for vertical- and trefoil-placed cables.</p>
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<p>CYMCAP analysis results of cable surface temperatures for the current dated 27 July 2020 for the vertical and trefoil layouts.</p>
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<p>CYMCAP analysis results of cable core temperatures for the current dated 27 July 2020 for the vertical and trefoil layouts.</p>
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