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Therefore, in situ identification of the underground water seepage system became particularly important.
The results suggested that a dendritic pipe-network seepage system usually developed in debris landslides.
Due to the existence of abundant fractures and intense diagenesis, these tight gas reservoirs are characterized by high reservoir heterogeneity, complex seepage system, and strong stress sensitivity.
Due to the intense diagenesis and tectonism, the tight gas reservoirs are characterized by well-developed natural fractures, great reservoir heterogeneity, complex seepage system, and strong stress sensitivity.
The breakthrough curve (BTC) of F− through a lining layer composed of kaolinite and montmorillonite was investigated in a one-dimensional seepage system as functions of the initial F− concentration, liner thickness, seepage velocity and presence of a co-solute.
The removal of F− from the seepage system was much greater than that estimated from the batch adsorption result, probably due to the high liner mass-leachate volume ratio.
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In addition, fractures serve as storage space for reservoir fluid and as the main pathway for reservoir fluid migration, which in turn determine the distribution of seepage systems in tight gas reservoirs, resulting in the stable and significant production of tight gas reservoirs.
The stability analysis of the steady-states indicate that a saddle-node bifurcaton exists in the seepage flow system of broken rock.
The methodology presented in this study is useful for understanding the performance of the seepage control system widely deployed in underground powerhouse engineering.
Most significantly, the adequate zoning and well-compacted rockfill enabled effective deformation control of the embankment, thus greatly reducing the seismic deformation during ground shaking and ensuring the safety of the seepage control system.
This case study presents a systematic performance assessment of the seepage control system designed for the underground caverns by finite element numerical modeling, with particular concerns on geological characterization of the site and quantitative determination of the excavation-induced variation in hydraulic conductivity of the surrounding rock masses.
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