Carbon emission mitigation through regulatory policies and operations adaptation in supply chains: theoretic developments and extensions     

He  Longfei  Hu  Chenglin  Zhao  Daozhi  Lu  Haili  Fu  Xiaoxi  Li  Yiyu 《Natural Hazards》2016,84(1):179-207

Along with carbon emission regulations launched by governments and consumers’ rising concerns about climate changes and global carbon footprint, interests of academia and industry have risen in carbon-efficient supply chain management. This research focuses on some product supply chain to make a literature review-based investigation on proposing a theoretical framework. We also solve potential research issues of how diverse carbon emission regulations can work on supply chain performance as well as emission; in what way we can find coordination mechanisms and optimal policies for supply chain operations to abate emission and enhance system profitability within different scenarios; and also to evaluate the effect on emission reduction for each emission regulation aforementioned through comparing their associated supply chain performances and system emission. Both practitioners in industry and academia might find this study useful, as it generates concepts with a formal framework of potential and values theoretical issues in the emerging field of carbon-efficient supply chain management which combines carbon emission regulations with mature operation management to enrich the theory of supply chain management. This study is perhaps to be valuable and constructive both for operational decisions in firms and for the enactment as well as implementation of emission-reduction regulations. This study should activate further potential researches.  相似文献   

Risk management study on impulse waves generated by Hongyanzi landslide in Three Gorges Reservoir of China on June 24, 2015   总被引：3，自引：1，他引：2  

Bolin Huang  Yueping Yin  Chunlan Du 《Landslides》2016,13(3):603-616

On June 24, 2015, Hongyanzi slope located in Wushan County of the Three Gorges Reservoir collapsed, generating 5–6-m-high impulse waves, which overturned 13 boats, killed 2 persons, and injured 4 persons. It is the second incident of landslide-generated impulse waves since the 175-m experimental impoundment in 2008. The emergency investigation shows that Hongyanzi landslide is a bedding soil landslide with a volume of 23?×?10⁴ m³ induced by a series of triggering factors such as rainfall, flooding upstream, and reservoir drawdown. The nonlinear Boussinesq water wave model is used to reproduce the impulse waves generated by the landslide of June 24th. The numerical simulation results suggest that the wave propagation process was influenced by the T-shaped geomorphic conditions of river valley, and the coastal areas in the county seat were the major wave-affected areas, which is opposite to the landslide. The numerical wave process accord well with the observed incident, and the investigation values were in good agreement with the calculated values. Moreover, the worst-case scenario of the 7?×?10⁴ m³ deformation mass beside Hongyanzi landslide is potential to generate impulse waves, which was predicted with the same numerical model. This adjacent deformation mass will probably generate impulse waves with maximum height and run-up of 2.2 and 2.0 m, respectively, and only a very few areas in the water course had waves rising to a height of 1 m or above. The research results provide a technical basis for emergency disposal to Hongyanzi landslide and navigation restriction in Wushan waterway. More importantly, it pushes the risk management of the navigation based on the impulse wave generated by landslide. It is advised that the Three Gorges Reservoir and other reservoirs around the world should put more efforts in performing special surveys and studies on the potential hazards associated with landslide-generated impulse waves.  相似文献   

Microbial dechlorination of HCB,PCP, PCB180, HCH and PCE in a Yangtze Three Gorges Reservoir enrichment culture,China     

Irene Kranzioch-Seipel  Ulrike Beckert  Chaofeng Shen  Daqiang Yin  Andreas Tiehm 《Environmental Earth Sciences》2016,75(10):928

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Assessment on characteristics of LUCC process based on complex network in Modern Yellow River Delta,Shandong Province of China     

Baolei Zhang  Le Yin  Shumin Zhang  Chaoyang Feng 《Earth Science Informatics》2016,9(1):83-93

Research on land use cover change (LUCC) has reached a mature stage and has formed a relatively complete scientific system. However, most studies analyzed the LUCC process from the view of land use types ignoring the integrality and systematicness of the land use system, which brought certain constraints to understanding the complexity and systematicness of land use process scientifically. Using the Modern Yellow River Delta (MYRD) of China as the study area, this research introduced the complex network analysis method to the study of the LUCC process by using 9 periods of land use data between 1976 and 2014 to build 8 stages of complex networks. The values of node degree, betweenness, changing proportions, and average shortest path in the networks were calculated to identify the key land use types, changing models of land use types, and the stability of land use system. Additionally, main parts of complex networks of the period from 1976 to 1995 and the period from 1995 to 2014 were selected to evaluate the changing characteristics of the LUCC process. The results indicated the area and proportion of natural wetland kept reducing, but the area and proportion of artificial wetland or non-wetland continued rising. The bare land, reed, bush, and cultivated land were the key land use types of the LUCC process. In the past 38 years, beach, bare land, reed and bush had been the output types, and the building land and salt pan had been the input types. The LUCC process has been a transfer process of natural wetland to artificial wetland and non-wetland in the past 38 years, which could be divided into land accretion process (1976 to 1995) and construction process (1995 to 2014). The land ecosystem was unstable for the period from 1990 to 2006.  相似文献   

Protection of neighbour buildings due to construction of shield tunnel in mixed ground with sand over weathered granite     

Qing-Long Cui  Huai-Na Wu  Shui-Long Shen  Zhen-Yu Yin  Suksun Horpibulsuk 《Environmental Earth Sciences》2016,75(6):458

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Characteristics of groundwater flow field after land creation engineering in the hilly and gully area of the Loess Plateau   总被引：1，自引：0，他引：1  

Xiaoxi Yin  Luwang Chen  Jiandong He  Xiaoqing Feng  Wen Zeng 《Arabian Journal of Geosciences》2016,9(14):646

In order to study the degree of influence and control mechanism to groundwater flow field caused by land creation engineering in the hilly and gully area of the Loess Plateau, based on the geological and engineering conditions of the first stage project of Yan’an new district in China, numerical simulation of groundwater flow is carried out by the Feflow and GIS technologies. From the simulation, punning measure relatively reduces infiltration recharge and artificial gravel drain increases groundwater seepage. The basic characteristics of groundwater flow field is controlled by the old and new topographies in the whole study area, and artificial gravel drain plays an auxiliary role in accelerating groundwater drawdown upstream and promotes groundwater rise downstream. According to differences of groundwater level and declining percentages of hydraulic gradient in the main and secondary gullies, dewatering of artificial gravel drain in the secondary gully is more effective than that in the main gully, which will yet play an important role in the future. The study results will make contributions to understand groundwater response to land creation engineering and will be beneficial to take necessary measures to prevent collapse of loess and failure of building foundation in the hilly and gully area of the Loess Plateau.  相似文献   

Evaluation of Effective Depth of PVD Improvement in Soft Clay Deposit: A Field Case Study     

Jun Chen  Zhen-Yu Yin  Ye-Shuang Xu  Suksun Horpibulsuk 《Marine Georesources & Geotechnology》2016,34(5):420-430

This article presents a case history of determination of effective depth of prefabricated vertical drains (PVDs) under embankment loading on a very soft clay deposit in central China, near Jiujiang, Jiangxi Province. The height of the embankment was 5.3 m and construction time was about one year. The PVDs were installed to a depth of 8.5 m at a spacing of 1.5 m in a triangular pattern. Field observations and the finite element method (FEM) were employed to analyze the performance of the soft deposit during embankment construction. The influential depth of the embankment loading was evaluated based on settlement, excess pore pressure, and stress increase in subsoil, both from the observed data and FEM analysis. The effective PVD depth was determined in the following ways: (1) the depth of 5% subsoil settlement of surface settlement; (2) vertical stress increase in subsoil of 25% in-situ stress; and (3) consolidation time/PVD depth relation by FEM. Based on the analysis, the effective depth of PVDs was determined to be between 10 and 12.8 m for this field case.  相似文献   

Slow earthquakes,tectonic tremors,and rheology of the lower continental crust     

An Yin 《《地质学报》英文版》2018,92(Z1):3-3

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Three-Dimensional Lithospheric Resistivity Structure of the NE Tibetan Plateau and the Western North China Block and its Geological Significance     

Gaofeng Ye  Yuancheng Zhao  Sheng Jin  Wenbo Wei  Hao Dong  Letian Zhang  Yaotian Yin 《《地质学报》英文版》2018,92(Z1):38-39

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Structural evolution of a triclinic-type transpressional high strain zone and its role in exhuming the root of the Paleoproterozoic Trans-North China Orogen     

Jian Zhang  Guochun Zhao  Min Sun  Sanzhong Li  Shuwen Liu  Chunjing Wei  Changqing Yin 《《地质学报》英文版》2018,92(Z1):117-117

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