岩溶水系统的混合模型——以北山岩溶水系统模拟为例

通过等效水箱模型,对北山矿区岩溶水系统的补给和排泄区,两个子系统间的水力通道进行模拟,求出五条通道的空间分布及过水能力参数,预测在矿山开采疏干时通道的最大过洪量,并以此提供数值模拟预测矿坑最大涌水量求解时的进水边界条件。      

Using landscape indicators and Analytic Hierarchy Process (AHP) to determine the optimum spatial scale of urban land use patterns in Wuhan,China

Quantifying land use patterns and functions is critical for modeling urban ecological processes, and an emerging challenge is to apply models at multiple spatial scales. Methods of determining the optimum scale of land use patterns are commonly considered using landscape metrics. Landscape metrics are quantitative indicators for analyzing landscape heterogeneity at the landscape level. In this study, due to their widespread use in urban landscape analyses and well-documented effectiveness in quantifying landscape patterns, landscape metrics that represent dominance, shape, fragmentation and connectivity were selected. Five metrics include Patch Density, Contagion, Landscape Shape Index, Aggregation Index and Connectivity. Despite a wide application of landscape metrics for land use studies, the majority mainly focuses on the qualitative analysis of the characteristics of landscape metrics. The previous models are limited in exploring the optimum scale of land use patterns for their lack of quantitation. Therefore, taking the City of Wuhan as an example, the land use unit was treated as a patch, and the landscape pattern metrics at different spatial scales were calculated and compared so as to find the optimum one. Furthermore, a mathematical model of landscape metrics was proposed to quantify the scale effect of urban land use patterns, generating a complementary tool to select the optimum scale. In addition, Analytic Hierarchy Process (AHP) was introduced to determine the respective weights of the chosen landscape metrics in this model. Fractal dimension was ultimately applied to verify the chosen optimum scale of our study region. The results indicated that 60 m is confirmed to be the optimum scale for capturing the spatial variability of land use patterns in this study area.     

滇东南芦柴冲大型银多金属矿床的海底喷流成矿作用沉积旋回划分

芦柴冲矿床位于滇东南砚山县境内,属南岭地区西南端－－滇东南早泥盆世的层控矿带。经野外调研和室内系统研究,发现矿床为典型非火山成因的、严格受沉积相（台盆相区）控制的海底喷流沉积成因矿床。矿床中发育的南北向同生扩张断裂是重要的控盆和控矿构造,是海底喷流成矿的含矿流体运移的通道,它具周期性的振荡运动的特点,导致海底喷流成矿具周期性的沉积旋回。     

UAV survey and numerical modeling of loess landslides: an example from Zaoling,southern Shanxi Province,China

Natural Hazards - This work attempted to reveal the geometric and kinematic characteristics of a loess landslide that occurred at Zaoling, southern Shanxi Province, China, on March 15, 2019. Based...     

强烈气洗作用导致原油成分变化的定量计算:以库车坳陷天然气藏为例

库车坳陷以产天然气为主,同时产出少量原油和凝析油,油气充注不同步,普遍具有"油早气晚"的特点,晚期大量天然气的侵入,必然对早期聚集的油藏发生改造作用。对气藏中原油成分变化的定量计算和讨论,可为天然气的注入强度定量评价提供直接证据。未遭受气洗的原油,正构烷烃摩尔浓度的对数与相应的碳数呈线性关系,而气洗作用可使轻组分的正构烷烃最先溶解于干气中,并随着天然气继续向前运移,原始油藏中的轻组分正构烷烃大大减少。以此为理论基础,建立了正构烷烃损失的定量计算模型。结果表明克拉2构造原油正构烷烃损失程度最高,平均可达70%左右,大北构造带原油正构烷烃损失程度差异较大,与该地区断块发育有关。气洗作用导致原油正构烷烃减少,而金刚烷、多环芳烃等在天然气中溶解度较低的化合物得以浓缩富集,相对含量大大增加。轻芳烃含量也会随之而增加,原油芳香度增加,石蜡度降低。在模拟实验基础上对气洗程度进行了定量评价,初步估算表明,克拉2构造原油遭受的气洗作用最强,是其他构造带的2～5倍。     

织金区块煤层气合采生产特征及开发策略

针对南方煤层层数多、单层薄,煤层气有效开发难度大的问题,以贵州织金区块煤层气井实际生产数据为基础,分析定向井不同煤组合采、薄煤层水平井生产特征及产气影响因素,并提出相应开发建议。分析表明,不同煤组合采产气差异较大,受地层供液能力、解吸液面高度及合采跨度影响,中、下煤组合采效果好于上、中、下煤组合采效果,其中16/17/20/23/27/30号煤层合采是区块最优合采层位;压裂规模显著影响煤层气井产气效果,压裂规模越大产气效果越好,增大压裂规模,提高压裂改造效果是多煤层煤层气有效开发的重要手段之一;水平井产气效果是定向井3~4倍,薄煤层水平井适应性得到证实,根据地质及地表条件采用水平井、定向井组合开发,可提高多煤层煤层气开发效果。综合认为,在地质条件有利的区域优选合采层位,增大压裂规模,优选实施水平井,可提高多薄煤层煤层气开发效果。     

陕西蓝田地区三趾马化石新材料

刘东生等60多年前描述的在陕西蓝田灞河组下部的Hipparion sp., 材料较少, 但形态特殊, 此后一直未见相关报道。近年来在这一地区又发现了类似三趾马化石的新材料。新发现的Hipparion sp. 个体小, 原尖短、圆, 次尖明显偏向舌侧, 次尖颈收缩, DP4的次尖几乎完全孤立; 原小尖褶长大复杂, 次附尖粗大、分叉, 向外伸出; 端附尖长大, 根部收缩, 内侧收缩沟内伸, 并呈复杂的褶沟。这些组合特征与包括Hipparion chiai在内的灞河组上部3种三趾马扁长的原尖截然不同, 也区别于九老坡的Hipparion plocodus(Hipparion fossatum), 而接近于大庙沟的Hipparion sp.。新材料的发现表明灞河早期的这种形态比较特殊的三趾马可能延续到了灞河晚期, 甚至更晚的时代, 同时在白鹿塬西侧蓝田汤峪河道一带有新近系地层出露。     

二氧化碳洗井中相关问题的探讨

二氧化碳洗井方法具有设备简单、用时少,效果好的特点,但随着钻孔深度和孔径加大,井管材料的更新换代,有时也会难以出现壮观的井喷场面,达不到理想的洗井效果,使用范围受到限制的问题。总结多年的洗井经验,依据二氧化碳洗井原理,运用洗井过程中起动压力和用气量的计算公式,进而对洗井深度和影响用气量的因素进行了分析,结果表明:1该方法比较适用于井深300m左右、孔径Φ325mm以内、泥浆相对密度小于1.1g/cm3的新打水井,对大于300m的深井,可采用分层洗井法或压风机引喷法进行洗井。2井喷形成时的二氧化碳气体用量,与瓶内气体的压力、钻杆的下入深度、环空体积、地面管路的长度与直径、钻杆内径、钻井液的密度等成正比,而与水温、气温等成反比;当井的含水层的水柱高度低于70m时,一般不易形成井喷。3二氧化碳洗井适用于井内下入钢管、铸铁管等抗压强度较高的井。对水泥管、塑料管等强度较低的井管则要视情况具体分析。