Factors Influencing Indigenous Rice Protection in the Yuanyang Terraced Rice Fields of China

Indigenous rice has maintained the survival of local people for more than a thousand years in the Yuanyang terraced rice fields of southern Yunnan, China. It is the foundation for long-term stable development of local agriculture and food security and its unique and irreplaceable characteristics give the terraces value. The status of indigenous rice resources is threatened by serious loss, so a better understanding of rice diversity and the factors that influence rice variety protection is conducive to policy. Here, we investigate the planting and conservation situation of indigenous rice, analyze factors impacting the protection and loss of traditional rice varieties, and construct an indigenous rice protection influence index system. Controllable factors which have special meaning to the maintenance and management of local rice are identified and corresponding strategies for the protection and maintenance of indigenous rice are discussed.     

柴家沟钼矿复杂地层岩心钻探技术

柴家沟钼矿地层破碎、裂隙发育、蚀变多样、涌水、完整岩石坚硬,而且地质设计要求大部分为斜孔,钻探施工中遇钻孔漏水、坍塌掉块、进尺缓慢、跑斜严重等技术难题。从钻孔结构、冲洗液配置、护壁堵漏、硬岩钻进、涌水地层加重泥浆的使用、立轴式钻机斜孔施工注意事项等方面总结了钻探施工经验。     

绿色勘查技术在青海格尔木铜金山矿区钻探施工的应用分析

青海省格尔木市铜金山矿区是青海省2016年实施的11个绿色勘查示范项目之一。以该矿区为例,在钻探施工中,根据工程概况,选择具体的绿色勘查技术方案,形成可复制、可推广的经验做法。通过分析可以得到,绿色勘查技术在海拔高、自然条件恶劣、植被稀疏的地区可以应用,并且在设备选用、道路修筑、施工区及生活区修建等辅助工序方面总结可供推广的经验。同时,由于矿区的局限性,在环保型冲洗液的使用等影响钻探施工的核心技术方面还需进一步研究。     

狮尾河流域地质灾害治理防护堤工程施工设计问题讨论

云南省云龙县狮尾河流域地质灾害治理防护堤工程的施工设计存在不少问题,特别是河道地形变化和防护堤越过已建固床坝这2个问题,严重制约着施工进度,影响着施工质量和工程安全。在分析原施工设计存在的问题的基础上,提出了切实可行的解决办法,并取得了良好的治理效果。     

预应力锚索地梁在矿山已变形边坡加固中的应用

岩土锚固是边坡岩土体加固的主要措施。以酒泉钢铁（集团）有限责任公司镜铁山矿黑沟矿区已变形边坡加固工程为例,利用Slide软件进行边坡稳定性分析及支护结构设计计算,对已变形边坡采取预应力地梁锚固+坡顶防渗排水+主、被动网防护+随机锚固的综合治理工程措施,阐明了高边坡预应力锚索地梁的一般程序与方法。实践表明,采用以预应力锚索地梁为主的综合防治措施,对已变形高边坡的变形控制和支护效果较好。     

长螺旋钻孔压灌混凝土后插钢筋笼灌注桩工法在液化地层及厚砂层组合条件下施工可行性探讨

通过哈尔滨市松花江边一个项目和北京市城市副中心一个项目的工程实例对比,对液化地层及厚砂层组合条件下长螺旋钻孔压灌混凝土后插钢筋笼灌注桩工法施工进行探索,总结出该工法在类似地质条件下的使用范围为桩长20 m以内,并介绍了施工关键技术措施,在工程中成功应用。对类似工程实施具有一定的借鉴意义。     

桂林七星公园危岩落石治理工程 被动防护网设计与施工

结合桂林市七星公园危岩治理工程实例,探讨在危岩落石地质灾害治理工程中采用被动防护网的设计和施工,为今后的危岩地质灾害治理工程提供参考。     

Stakeholder priorities for multi-functional coastal defence developments and steps to effective implementation

To fulfil international conservation commitments, governments have begun to recognise the need for more proactive marine planning policies, advocating sensitive engineering design that can deliver secondary benefits above and beyond the primary purpose of developments. In response, there is growing scientific interest in novel multi-functional coastal defence structures with built-in secondary ecological and/or socio-economic benefits. To ensure research efforts are invested effectively, it is first necessary to determine what secondary benefits can potentially be built-in to engineered coastal defence structures, and further, which of these benefits would be most desirable. It is unlikely that secondary benefits are perceived in the same way across different stakeholder groups. Further, their order of priority when evaluating different options is unlikely to be consistent, since each option will present a suite of compromises and trade-offs. The aim of this study was to investigate stakeholder attitudes towards multi-functional coastal defence developments across different sector groups. A preliminary questionnaire indicated unanimous support for implementing multi-functional structures in place of traditional single-purpose ones. This preliminary survey informed the design of a Delphi-like study, which revealed a more nuanced and caveated level of support from a panel of experts and practitioners. The study also elicited a degree of consensus that the most desirable secondary benefits that could be built-in to developments would be ecological ones – prioritised over social, economic and technical benefits. This paper synthesises these findings, discusses the perceived barriers that remain, and proposes a stepwise approach to effective implementation of multi-functional coastal defence developments.     

基于水文地质条件分析的岩溶水源地保护区划分

以邢台百泉岩溶水系统为例,分析了邢台百泉岩溶水系统的地下水流场受人类活动影响的演变特征,并采用数值模拟法预测了超采条件下水源地未来十年流场的变化。首次发现了泉域矿山疏排水形成了“沙河人工分水岭”并迅速北移的现象,标志百泉泉域地下水资源恶化严重,提出了在复杂岩溶水文地质条件下,采用以计算流程的方法划分保护区造成保护区浪费和碳酸盐岩裸露补给区没有保护的问题。在兼顾水质保护和水资源量可持续利用的前提下,分析了水源地上覆地层的防护能力和碳酸盐岩裸露补给区矿山疏排水对水源地的影响,将碳酸盐岩裸露补给区划分为二级保护区,突破了传统的“二级保护区包裹一级保护区”的模式,以较小的保护区面积有效地保证水源地的水质安全和可持续利用。      

湖南省地质遗迹空间分布及保护开发

湖南省是地质遗迹资源十分丰富的地区,目前共查明地质遗迹951处,其中重要地质遗迹518处.地质遗迹分布广泛而又相对集中,不同类型地质遗迹空间分布各具特色,可划分为武陵山、雪峰山、南岭、罗霄山、湘中丘陵和洞庭湖平原6个特色明显的地质遗迹分布区,其中武陵山区是湖南省最重要的地质遗迹区.目前省内大部分重要地质遗迹保护与开发协调性差.为有效保护和合理开发湖南省重要地质遗迹,建议科学确定地质遗迹保护开发类型、形式和模式,并完善其管理模式.