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In the development of naturally fractured reservoirs (NFRs), the existence of natural fractures induces severe fingering and breakthrough. To manage the flooding process and improve the ultimate recovery, we propose a numerical workflow to generate optimal production schedules for smart wells, in which the inflow control valve (ICV) settings can be controlled individually. To properly consider the uncertainty introduced by randomly distributed natural fractures, the robust optimization would require a large ensemble size and it would be computationally demanding. In this work, a hierarchical clustering method is proposed to select representative models for the robust optimization in order to avoid redundant simulation runs and improve the efficiency of the robust optimization. By reducing the full ensemble of models into a small subset ensemble, the efficiency of the robust optimization algorithm is significantly improved. The robust optimization is performed using the StoSAG scheme to find the optimal well controls that maximize the net-present-value (NPV) of the NFR’s development. Due to the discrete property of a natural fracture field, traditional feature extraction methods such as model-parameter-based clustering may not be directly applicable. Therefore, two different kinds of clustering-based optimization methods, a state-based (e.g., s w profiles) clustering and a response-based (e.g., production rates) clustering, are proposed and compared. The computational results show that the robust clustering optimization could increase the computational efficiency significantly without sacrificing much expected NPV of the robust optimization. Moreover, the performance of different clustering algorithms varies widely in correspondence to different selections of clustering features. By properly extracting model features, the clustered subset could adequately represent the uncertainty of the full ensemble.  相似文献   
105.
刘锦康 《地质与勘探》2021,57(4):852-864
勐兴铅锌矿床是滇西保山地块内系列低温热液矿床中的典型代表,但地质科研工作相对薄弱。由于方解石是该矿床中分布广泛且与热液活动息息相关的重要脉石矿物,其形成贯穿整个成矿过程,故对其C-O同位素及稀土元素组成特征进行系统研究,以便探讨矿床成矿流体来源及演化。结果显示,该矿床两阶段方解石的δ~(13)C_(PDB)和δ~(18)O_(SMOW)值与海相碳酸盐岩较为接近,且从阶段Ⅰ→阶段Ⅱ呈微弱下降趋势,表明成矿流体中的C主要来源于围岩碳酸盐岩的溶解,阶段Ⅱ成矿流体在与围岩反应之前可能已经发生CO2热液去气作用;阶段Ⅰ方解石的稀土总量、特征参数及配分模式与结晶灰岩较为一致,而阶段Ⅱ方解石与生物碎屑灰岩较为相似,表明阶段Ⅰ方解石中的REE主要来源于结晶灰岩,而后生物碎屑灰岩对阶段Ⅱ方解石中的稀土贡献较大。以上数据及其矿床地质特征均显示该矿床为MVT型铅锌矿床,结合区域构造演化,认为勐兴矿床的形成与中特提斯洋闭合后腾冲地块与保山地块陆陆碰撞挤压密切相关。  相似文献   
106.
Huang  Yubing  Zhang  Tiantao  Lu  Wei  Wei  Huayong  Liu  Yue  Xiao  Yuchi  Zeng  Zhaonan 《Geotechnical and Geological Engineering》2021,39(7):5213-5227
Geotechnical and Geological Engineering - In order to solve the difficulties of creep deformation of surrounding rock in super large section tunnel, taking Letuan tunnel of Binlai expressway, a...  相似文献   
107.
Wei  Benyong  Su  Guiwu  Liu  Fenggui  Tian  Qing 《Natural Hazards》2021,106(3):2751-2774
Natural Hazards - China is one of the countries most affected by earthquakes. Improving public cognition and response to earthquake disaster (EDCR) is an effective means to reduce seismic risk and...  相似文献   
108.
Zhang  Yabing  Liu  Xinrui  Guo  Pengshuang  Jia  Peng  Yang  Tianhong  Ren  Fengyu 《Landslides》2021,18(7):2465-2481
Landslides - In this paper, the slope rock mass is numerically characterized by considering hydraulic and mechanical properties using two distinct element models. The flow rate and permeability are...  相似文献   
109.
Zhong  Wenhan  Liu  Hanlong  Wang  Qi  Zhang  Wengang  Li  Yongqin  Ding  Xuanming  Chen  Longlong 《Acta Geotechnica》2021,16(6):1849-1865
Acta Geotechnica - Snake can perfectly utilize its scales to move. Inspired by the snake scales, this study investigated the characteristics of the snake skin-inspired pile penetration process. Six...  相似文献   
110.
Shi  X. S.  Liu  Kai  Yin  Jianhua 《Acta Geotechnica》2021,16(6):1801-1814

Weathered rockfill materials, characterized by a mixture of soil matrix and rock aggregates, are widely distributed in mountainous areas. These soils are frequently used for subgrade or riprap in engineering practice, and the mobilized shear strength is crucial for analyzing the displacement and stability of these geo-structures. A series of direct shear tests are performed on a gap-graded soil with a full range of coarse fraction. The behavior of gap-graded soils is analyzed, and a simple model is proposed for the evolution of mobilized stress ratio during direct shearing process based on mixture theory. The change of inter-aggregate configuration is incorporated by introducing a structure variable which increases with coarse fraction and decreases approximately linearly with the overall horizontal shear strain in double logarithmic plot. It reasonably reflects a gradually transformation from a matrix-sustained structure into an aggregate-sustained one with the increase of coarse fraction. The model has four parameters, and at least two direct shear tests need to be done for the calibration. Validation of the model is done by using the test data in this work and those from the literature.

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