Evaluation System for Yunnan Cultural Tourism Routes Based on a Five Component Model: Case Study of the Ancient Tea-horse Road in the South of Yunnan     

WANG Yan  XIE Hongzhong  ZHU Tao 《资源与生态学报(英文版)》2019,10(5):553-558

Cultural tourism routes can reveal and protect cultural tourism heritage by means of cultural tourism in the “time category” and the “space category”. The construction of an evaluation system for cultural tourism routes and the evaluation, scoring and grading of existing and potential cultural tourism routes are the key to the protection of heritage, history and culture along these routes, and the key to encouraging the standardization, branding and sustainable development of various formats on the routes. Yunnan cultural tourism routes are diverse and rich in resources, and their developmental foundation is good. However, the tourism development and cultural development activities occur along separate lines and there is a lack of unified management. Therefore, it is necessary to conduct research on information collection, information analysis, problem diagnosis and improvement of status in the local practices of Yunnan cultural tourism routes, and to guide the sustainable development of Yunnan cultural tourism routes. Based on the advanced experience of COE (Council of Europe), UNESCO WHC (United Nations Educational, Scientific and Cultural Organization, World Heritage Committee) and ICOMOS(International Council on Monuments and Sites), this paper comprehensively analyzes the decisive criteria for line evaluation by interpreting and summarizing the connotations of cultural tourism routes, and determines that the evaluation of cultural tourism routes should include lines. Five aspects―the theme, the participating subject, the object itself, related activities and multi-party value―are used to construct a five-component model. At the same time, based on the consumer utility function, a complete route evaluation and hierarchical system is constructed. Then, taking the Ancient Tea-horse Road cultural tourism route as an example and using the expert scoring method and the analytic hierarchy process, the actual scores and grades of the Ancient Tea-horse Road cultural tourism route are determined, and countermeasures and suggestions for its sustainable development are proposed. The paper also verifies the applicability and practicability of the evaluation system, and promotes and improves the feedback evaluation system. The aim is to at promote and widely apply the evaluation system of cultural tourism routes, realizing the transformation from individual cases to joint cases, and promoting the standardization and sustainable development of cultural tourism routes.  相似文献   

Test and analysis of reinforced concrete (RC) precast shear wall assembled using steel shear key (SSK)     

Shao-Dong Shen  Peng Pan  Qi-Song Miao  Wen-Feng Li  Run-Hua Gong 《地震工程与结构动力学》2019,48(14):1595-1612

Reinforced concrete (RC) precast shear walls are extensively applied in practical engineering, owing to their fast construction speed. However, because of the transport conditions, RC precast shear walls have to be separated into small wall segments during the factory prefabrication procedure before being assembled on site. Typically, wet-type jointing methods are adopted to link the segments, which is time-consuming and results in unreliable post-pouring area strength. To overcome this problem, the novel scheme of the steel shear key (SSK) featuring steel shear panels and combined fillet and plug welding is proposed. Three RC precast shear wall specimens with different linking strength, termed as weakened SSK wall, standard SSK wall, and strengthened SSK wall, respectively, and an integrated shear wall specimen were designed. Quasi-static cyclic loading was applied to investigate the specimens' dynamic properties. The test results suggest the prefabricated wall segments equipped with SSKs showed reliable stiffness and bearing capacity and were improved in energy dissipation ability, compared with conventional shear walls. As the shear stiffness and number of equipped SSKs increased, the specimens exhibited higher strength, but their ductility and energy dissipation were slightly decreased. Most importantly, the standard SSK wall specimen could achieve satisfactory bearing capacity and deformability and is thus recommended for precast building structures. Finite element method (FEM) models were established to validate the test results, and parametric study analysis was conducted based on the coupling ratio of the SSK walls. Finally, an appropriate coupling ratio range is recommended for practical engineering applications.  相似文献   

基于水资源约束的中国城镇化SD模型与模拟   总被引：1，自引：0，他引：1  

曹祺文  鲍超  顾朝林  管卫华 《地理研究》2019,38(1):167-180

中国城镇化正处于快速发展阶段,尽管经济和社会发展主控要素还在发挥重要作用,但水资源在生产、生活和生态方面发挥主控作用的局面愈益明显。在中国城镇化系统动力学（system dynamics,SD）模型基础上,从水资源供给、需求和水环境等层面将水资源作为主控要素嵌入原有模型中,拓展出基于水资源约束的中国城镇化SD模型,并对水资源利用进行了多情景模拟。结果表明：① 系统存流量和灵敏度检验证明模型模拟效果良好,具有可操作性。② 部门用水效率一定时,产业发展对水资源供需平衡的影响比人口增长更为明显。③ 在实行节水农业、节水工业、高生活需水、高生态环境需水和高再生水利用的综合协调方案中,2050年中国城镇化的发展约共需6789.70亿 m³水资源,基本实现水资源供需平衡。  相似文献   

Variation in the vertical zonality of erodibility and critical shear stress of rill erosion in China's Hengduan Mountains     

Zhengan Su  Donghong Xiong  Jianhui Zhang  Tao Zhou  Hongkun Yang  Yifan Dong  Haidong Fang  Liangtao Shi 《地球表面变化过程与地形》2019,44(1):88-97

Soil erodibility is an essential parameter used in soil erosion prediction. This study selected the Liangshan town watershed to quantify variation in the vertical zonality of rill erodibility (k_r) in China's ecologically fragile Hengduan Mountains. Soil types comprised of yellow–brown (soil A), purple (soil B), and dry-red (soil C) in a descending order of occurrence from the summit to the valley, which roughly corresponds to the vertical climate zone (i.e. cool-high mountain, warm-low mountain, and dry-hot valley sections) of the study area. With elevation, vertical soil zonality varied in both soil organic matter (SOM) content and soil particle-size fractions. A series of rill erosion-based scour experiments were conducted, using water discharge rates of 100, 200, 300, 400, 500, and 600 mL min^-1. Additionally, detachment rates (Dr) were measured under three hydrological conditions (the drainage, saturation, and seepage treatments). Results show that both Dr and flow shear stress (Ʈ) values increased as discharge increased. As elevation increased, the k_r values decreased, while the vertical zonality of critical shear stress (Ʈ_c) values showed no obvious variation. The highest k_r values were observed during the seepage treatment, followed by the saturation treatment then drainage treatment, indicating that variation in vertical hydraulic gradients could significantly alter k_r values. This study also found that land-use types could also alter k_r and Ʈ_c values. Further research, however, is necessary to better quantify the effects of subsurface hydrological conditions and land-use types on k_r under different soil zonalities in China's Hengduan Mountains. © 2018 John Wiley & Sons, Ltd.  相似文献   

Flow resistance and hydraulic geometry in bedrock rivers with multiple roughness length scales     

Robert I. Ferguson  Richard J. Hardy  Rebecca A. Hodge 《地球表面变化过程与地形》2019,44(12):2437-2449

Many models of incision by bedrock rivers predict water depth and shear stress from discharge; conversely, palaeoflood discharge is sometimes reconstructed from flow depth markers in rock gorges. In both cases, assumptions are made about flow resistance. The depth–discharge relation in a bedrock river must depend on at least two roughness length scales (exposed rock and sediment cover) and possibly a third (sidewalls). A conceptually attractive way to model the depth–discharge relation in such situations is to partition the total shear stress and friction factor, but it is not obvious how to quantify the friction factor for rough walls in a way that can be used in incision process models. We show that a single flow resistance calculation using a spatially averaged roughness length scale closely approximates the partitioning of stress between sediment and rock, and between bed and walls, in idealized scenarios. Both approaches give closer fits to the measured depth–discharge relations in two small bedrock reaches than can be achieved using a fixed value of Manning's n or the Chézy friction factor. Sidewalls that are substantially rougher or smoother than the bed have a significant effect on the partitioning of shear stress between bed and sidewalls. More research is needed on how best to estimate roughness length scales from observable or measurable channel characteristics. © 2019 John Wiley & Sons, Ltd.  相似文献   

乡村农户旅游适应效果、模式及其影响因素——以西安市和咸阳市17个案例村为例     

何旭  杨海娟  王晓雅 《地理研究》2019,38(9):2330-2345

乡村旅游地面临人地交互作用的剧烈变迁,内部要素适应社会-生态系统变化,趋利避害降低脆弱性具有重要现实意义。本文重新界定基于恢复力和脆弱性的农户适应性理论内涵,构建旅游开发适应力指标体系,以西安市和咸阳市17个不同类型的城郊型乡村旅游地为例,评价和分析农户旅游适应效果与空间差异规律,探讨和归纳适应行为与对策模式,建立BP神经网络辨别和揭示适应性影响因素与重要性关系。研究表明：① 西安市和咸阳市农户适应旅游开发综合效果呈现中等偏下水平的偏态分布趋势,分别处于旅游地生命周期快速发展阶段和探索起步阶段。② 乡村旅游地农户适应效果形成“圈层辐射、两翼包络、外围联动”的县域尺度空间分布格局;村域尺度圈层分化现象显著。③ 经营模式划分的旅游乡村农户适应效果股份制模式>“公司+农户”模式>“政府+公司+农户”模式>个体农庄模式>“农户+农户”模式;常年外出务工和农家乐经营是农户主要适应行为选择,季节性务工、本地上班以及农业生产是辅助适应行为选择,且适应行为组合方式表现为旅游专营型、旅游主导型、均衡兼营型、务工主导型和务农主导型五种适应对策模式。④ 旅游发展机会认知、技能培训机会、社会联结度、劳动力总量、政策知晓度、旅游就业人数、收入来源种类、生活主要能源、受教育程度、公共服务设施是农户主要旅游适应性影响因素。据此,提出后续社会-生态整合研究亟需突破方向和适应旅游开发的政策路径。  相似文献   

Socio-political and ecological stresses on traditional pastoral systems: A review     

Muhammad  Khurshid  Mohammad  Nafees  Abdullah  Khan  Mehmet  Somuncu  Ashfaq  Ahmad Khan  Wajid  Rashid 《地理学报(英文版)》2019,29(10):1758-1770

Journal of Geographical Sciences - Pastoralism is a viable socio-economic system-shaped by landless and agro-pastoral communities in many pastoral regions of the world. This system is mainly based...  相似文献   

残余位移反应谱的参数影响研究     

李宇  梁亚东  李琛 《震灾防御技术》2019,14(4):790-796

从PEER强震数据库中选取4类场地的320条地震动记录作为输入，采用BISPEC程序对非线性单自由度（SDOF）体系（周期T=0.05—5s）进行非线性时程分析，得到相应的残余位移反应谱（Dres），进而研究地震动特性和恢复力模型动力参数对Dres的影响，得到如下结论:①Dres谱值随震级和PGA的增加而增大；其他设防烈度的Dres可由PGA_其他与PGA_基准之比调整基准烈度的Dres得到。②场地土较硬时，场地类型对Dres的影响较小；场地土较软时，Dres谱值随土质的变软而增大。③当位移延性比μ较小时，屈服后刚度比η对Dres的影响可忽略；但当μ较大时，Dres谱值随η的增加而减小。另外，Dres谱值还随阻尼比ξ的增加而减小。④随着T或μ的增大，Dres谱值均呈递增趋势；但当μ>3后，μ对Dres谱值的影响有所下降。  相似文献   

A natural gas hydrate-oil-gas system in the Qilian Mountain permafrost area,northeast of Qinghai-Tibet Plateau     

《China Geology》2020,3(4):511-523

Natural gas hydrate, oil and gas were all found together in the Qilian Mountain permafrost area, northeast of Qinghai-Tibet Plateau, China. They are closely associated with each other in space, but whether they are in any genetic relations are unknown yet. In this paper, a hydrocarbon gas-generation series, gas-fluid migration series and hydrocarbon gas-accumulation series are analyzed to probe the spatial, temporal and genetic relationships among natural natural gas hydrate, oil and gas. The subsequent results show that natural gas hydrate, oil and gas actually form a natural gas hydrate-oil-gas system. Based on the Middle Jurassic and the Upper Triassic hydrocarbon gas-generation series, it is divided into four major sub-systems in the study area: (1) A conventional Upper Triassic gas-bearing sub-system with peak hydrocarbon gas-generation in the late Middle Jurassic; (2) a conventional Middle Jurassic oil-bearing sub-system with low to mature hydrocarbon gas-generation in the late Middle Jurassic; (3) a natural gas hydrate sub-system with main gas source from the Upper Triassic gas-bearing sub-system and minor gas source from the Middle Jurassic oil-bearing sub-system as well as little gas source from the Middle Jurassic coal-bed gas and the microbial gas; (4) a shallower gas sub-system with microbial alteration of the main gas source from the Upper Triassic gas-bearing sub-system. This natural gas hydrate-oil-gas system and its sub-systems are not only theoretical but also practical, and thus they will play an important role in the further exploration of natural gas hydrate, oil and gas, even other energy resources in the study area.  相似文献   

一种旋转塑性势面模型及非关联塑性流动法则     

徐日庆  蒋佳琪  冯苏阳  鞠露莹 《岩土力学》2020,41(5):1474-1482

为了较好地描述软土塑性应变发展规律，提出了一种改进的塑性流动模型。该模型采用了与屈服函数形式相同，但具有一定倾角 的塑性势函数。土体在变形过程中，塑性流动方向会依赖于塑性势面的旋转而变化，直至达到破坏状态。通过对常规三轴试验结果的分析可以发现：在剪切过程中，塑性势面旋转角的初值 与终值 较为稳定，不受围压变化影响。在此试验观察基础上，引入了归一化的旋转角参数 以及描述土体应力状态的参数 ，在采用蛋形势函数的情况下二者具有良好的分段线性关系。利用该关系，建立了改进的塑性流动法则，只需要2个额外的模型参数。对所提出的塑性流动模型进行了验证，计算结果表明该模型能较好地反映塑性应变的变化趋势。  相似文献