A sand-production control system for gas production from clayey silt hydrate reservoirs

Sand production is a crucial problem during the process of extracting natural gas from hydrate reservoirs. To deal with sand-production problems systematically, a sand-production control system (SCS) is first proposed in this paper, specialized for pore-distributed clayey silt hydrate reservoirs. Secondly, a nodal system analysis method (NSAM) is applied to analyze the sand migration process during hydrate exploitation. The SCS is divided into three sub-systems, according to different sand migration mechanisms, and three key scientific problems and advances in SCS research in China Geological Survey are reviewed and analyzed. The maximum formation sanding rate, proper sand-control gravel size, and borehole blockage risk position were provided for clayey hydrate exploitation wells based on the SCS analysis. The SCS sub-systems are closely connected via bilateral coupling, and coordination of the subsystems is the basis of maintaining formation stability and prolonging the gas production cycle. Therefore, contradictory mitigation measures between sand production and operational systems should be considered preferentially. Some novel and efficient hydrate exploitation methods are needed to completely solve the contradictions caused by sand production.© 2019 China Geology Editorial Office.     

大体积混凝土表面质量通病的防治

大体积混凝土是指最小断面尺寸大于1m的混凝土结构,而且其尺寸已经大到必须采取相应的技术措施妥善处理温度差和合理解决温度应力问题并控制裂缝扩展,因此,大体积模注混凝土的表面质量通病的防治是施工质量控制的一项重要内容。对大体积混凝土表面质量通病的形成原因和防治措施进行了探讨。     

Large debris flows in Chosica,Lima, Peru: the application of hydraulic infrastructure for erosion control and disaster prevention

Abstract

Large debris flows in steep-sloped ravines debouching to the Rimac River, in metropolitan Lima (Peruvian capital), have resulted in considerable loss of life and property adversely impacting communities in the region. Temporal, spatial and volumetric features of debris flows are difficult to predict, and it is of utmost importance that achievable management solutions are found to reduce the impact of these catastrophic events. The emotional and economic toll of these debris flows on this increasingly densely populated capital city in South America is devastating where communities must live in such inadequate and dangerous conditions. To address this problem, the application of advanced Japanese technology, Sustainable Actions Basin Orientation (SABO), has been investigated using a geomorphological modelling to develop an implementation plan. Rayos de Sol stream basin in Chosica, was selected as a pilot to develop the proposal, as it is considered high risk due to the presence of ancient debris flows and recent flows in 2012, 2015 and 2017. The recurrence of debris flows in this location has resulted in numerous deaths and catastrophic property losses. This study combines geologic and geomorphic mapping and hydraulic and landform evolution numerical modelling. The implementation of a SABO Master Plan based on the multidisciplinary assessment hazard scenarios, will allow the implementation of feasible mitigation actions. The SABO technology has been applied successfully in Japan and other countries in areas with steep short slopes, similar to the conditions surrounding the Peruvian capital. Results from this study will be presented to the Peruvian Government as part of an action plan to manage debris-flow impact.

1. KEY POINTS

2. High-risk mass slope failure is linked to poor urban planning in urban developing regions of Lima the capital of Peru.

3. A multidisciplinary study including geotechnical and hydrological analysis, engineering design, and socio-economic research is required to implement a SABO Master Plan, and this basin is pilot study basin.

4. At the present time, a maintenance programme for existing hydraulic structures should be implemented, and a flood risk management plan developed may propose the relocation of some communities and infrastructure.

     

Stormwater control impacts on runoff volume and peak flow: A meta-analysis of watershed modelling studies

Decades of research has concluded that the percent of impervious surface cover in a watershed is strongly linked to negative impacts on urban stream health. Recently, there has been a push by municipalities to offset these effects by installing structural stormwater control measures (SCMs), which are landscape features designed to retain and reduce runoff to mitigate the effects of urbanisation on event hydrology. The goal of this study is to build generalisable relationships between the level of SCM implementation in urban watersheds and resulting changes to hydrology. A literature review of 185 peer-reviewed studies of watershed-scale SCM implementation across the globe was used to identify 52 modelling studies suitable for a meta-analysis to build statistical relationships between SCM implementation and hydrologic change. Hydrologic change is quantified as the percent reduction in storm event runoff volume and peak flow between a watershed with SCMs relative to a (near) identical control watershed without SCMs. Results show that for each additional 1% of SCM-mitigated impervious area in a watershed, there is an additional 0.43% reduction in runoff and a 0.60% reduction in peak flow. Values of SCM implementation required to produce a change in water quantity metrics were identified at varying levels of probability. For example, there is a 90% probability (high confidence) of at least a 1% reduction in peak flow with mitigation of 33% of impervious surfaces. However, as the reduction target increases or mitigated impervious surface decreases, the probability of reaching the reduction target also decreases. These relationships can be used by managers to plan SCM implementation at the watershed scale.     

扩展水凝物控制变量的雷达资料同化对台风“天鸽”数值模拟的影响

利用WRF(Weather Research and Forecast)模式及WRFDA(WRF model data assimilation system)系统,针对2017年台风“天鸽”个例通过同化雷达径向速度(Vr)和反射率因子(RF),研究水凝物控制变量的雷达资料同化对台风分析预报的影响。研究表明：雷达径向速度的直接同化有效地改进了模式初始场中台风涡旋区的中小尺度信息,分析场中产生了气旋性的风场增量,对模式背景场中的台风有显著增强作用。通过在传统控制变量中扩展针对水凝物的控制变量可有效地同化雷达反射率因子资料,对初始场的水物质进行调整,并对随后确定性预报的台风路径和强度都有一定的正效果。此外,相比没有水凝物控制变量的雷达同化试验,加入了水凝物控制变量的雷达资料同化试验降水预报效果更好。这为将我国近海的地基多普勒天气雷达用于台风初始化分析和预报提供了一定的技术支撑和保障。     

狭长区域GNSS控制网数据处理方法研究

针对狭长区域GNSS控制网边长差异较大的问题,本文通过划分子网来降低数据处理的难度,从基线处理和网平差两个方面,分析了系统误差来源,研究了基准处理中卫星轨道误差、对流层误差以及网平差中位置、尺度、方位和时间演变基准误差的改正方法,形成了一套高精度数据处理方案。基于该方法,对三峡库区GPS滑坡监测网的实测数据进行了分析与处理,获得了高精度的处理结果,本研究对狭长区域GNSS控制网的建立具有借鉴意义和指导作用。     

城市交通网络分形维数的不确定性估计、控制与分析

长度-半径维数模型作为描述城市交通网络复杂不确定性现象的一种分形分维方法,其自身存在的不确定性往往被忽视,且相关研究更是鲜见报道。故针对该模型在分形维数测算全过程中存在的不确定性问题,本文率先开展了系统剖析、定量估计和质量控制研究。首先对数据源、矢量化处理、测算中心、尺度选择、以及分维数模型估计等一系列环节进行了不确定性估计与分析,其中首次给出了分形维数在一定置信水平下的不确定性度量区间,并依据误差传播理论对误差的传递和累积进行了描述;然后着重提出了基于LMed S(Least Median of Squares)的质量控制方法。最后通过对拉萨市的算例实验表明:道路的矢量化过程、测算中心和测算尺度的选择都会导致分维的不确定性;并在对数据质量进行控制的基础上,通过置信区间对长度-半径维数模型的不确定性进行了在一定概率水平下的首次度量;同时结合区域现状对研究结果给出了合乎实际的解释。本文在描述表征不确定性问题的分形几何和分形维数的基础上,系统地揭示了其自身不确定性的本质,不仅进一步丰富了分形分维理论,为控制其质量奠定理论基础,而且可为城市交通网络分形维数的地学应用提供可靠的科学依据。     

基于代理技术的多源GIS服务访问控制方法设计与实现

GIS门户用于整合各种来源的GIS服务,并为用户提供统一的GIS服务访问入口.访问控制是GIS门户建设的重要技术基础,现有方法是通过授权机制,授予用户相应GIS服务的访问权限.由于不隐藏原始服务地址,即使用户被取消授权,但因其已获取过原始服务地址,依然可绕过GIS门户访问相应的GIS服务,GIS门户无法对已注册GIS服务的访问情况进行控制.通过代理技术可以有效地隐藏原始服务地址,但由于GIS门户的特殊性,使用现有的代理服务器不仅配置复杂,而且要与GIS门户的授权机制相结合,实现难度大.为解决以上问题,本文基于代理技术的思路,自主研发实现了一种多源GIS服务访问控制方法,采用对注册GIS服务的原始服务地址的隐藏机制,以及建立与之对应的代理服务地址的映射关系,使得被授权用户只能访问代理服务地址,进而实现GIS门户中对注册GIS服务的访问控制.基于此设计实现的SuperMap iPortal注册服务访问控制模块,支持对注册的多源GIS服务进行代理,提供统一的代理服务根地址,方便对多源GIS服务进行统一使用、管理和维护.     

大连市沿海丘陵地区地铁精密控制网关键技术研究

介绍了大连市沿海丘陵地区地铁施工控制网布设、观测中关键技术的研究及解决方案,其中利用GPS静态观测与传统精密导线测量相结合组成混合网平差、将精密导线点纳入二等水准网,实现平高复用等技术,可给同类工程实施提供参考。     

基于Android的控制点手持维护系统的设计与实现

针对传统的控制点管理方法无法解决信息量匮乏、信息现势性不足、不便于野外操作等问题,提出了一种新的基于Android的控制点手持管理方法。采用控制点信息建模技术和移动数据库接口技术,实现了对控制点信息的实时更新;采用网络地图服务集成技术,实现了对控制点信息的深度挖掘以及便于野外操作。通过基于Android的控制点手持维护系统的开发表明:结合Android终端与网络地图服务,可以避免传统方法的不足,更加有效的进行控制点的管理与维护。