Generation and Development of Structures and Their Controls on Ore Mineralization in the Lehong Zinc-lead Deposit,Northeastern YunnanEI北大核心CSCD

The Lehong zinc-lead deposit is one of the new-found large Zn-Pb deposits in the Sichuan- Yunnan-Guizhou Zn-Pb poly-metallic mineralization area. The ore-bodies of the Lehong deposit are strictly controlled by structures, and the fault tectonites can be divided into four groups which include morbruk rock, cataclastic rock and tectonic breccia. The mechanical properties of the faults suggest that there are five tectonic systems formed in the Caledonian-early Hercynian, Indosinian-early Yanshanian, mid-Yanshanian, late Yanshanian and Himalayan periods, respectively. The Lehong fault and the Qiaojia-Lianfeng fault are two important ore-controlling structures which might have acted as channel ways of the ore fluids. The ores are hosted in the subordinary fracture zone, joint fracture zone and interlayer fault zones in trailing folds of the Lehong fault and the Baobaoshang syncline and Jinjiagou anticline. Hence, the Lehong deposit is a tectonic -controlled ore deposit. These research do not only lay a foundation for studying deposit genesis and ore-finding direction in the Lehong deposit, but also provides important enlightenments for the ore-finding prognosis of lead-zinc deposits in northwestern Guizhou ore concentration district. © 2018, Science Press. All right reserved.     

遵义市袋栽黑木耳最佳栽培期气候条件分析*

为了找出黑木耳在遵义的最佳栽培期,2019年笔者在遵义市气象观测站开展试验,收集并整理黑木耳生长期内逐日气象资料,结合试验数据综合分析,结果显示：（1）平均气温在20℃左右时,对木耳品质形成较为有利,候平均气温＜5℃或≥30℃时不适宜黑木耳生长。（2）除盛夏和初秋相对湿度较低外,其余大部分时段均能满足木耳自然生长,少部分时段需适当浇水。（3）3月至10月候日照时数普遍在10小时以上,适宜黑木耳生长,其中4月4候至9月4候为最适宜期。（4）遵义立体气候特征明显,海拔高度不同木耳适宜生长期时段不同,大部分地区海拔普遍在600～1100米之间,黑木耳生长最佳适宜期为4月3候至6月6候、8月6候至10月5候。     

Network-based triple-frequency carrier phase ambiguity resolution between reference stations using BDS data for long baselines

Network-based ambiguity resolution (AR) between reference stations is the prerequisite to realize a precise real-time kinematic positioning service. With the help of BDS triple-frequency signals, we can efficiently deal with the ionospheric delay and tropospheric delay, and achieve rapid and reliable AR. To overcome the inaccurate ionospheric delay estimated by the geometry-free three carrier ambiguity resolution (GF TCAR) technique, which leads to failure in the original ambiguity resolution, we propose an ionospheric-free (IF) TCAR method to resolve the ambiguity between the reference stations over long baselines. Taking full advantage of the known positions of the reference stations, the easily resolved extra-wide-lane (EWL) ambiguity, and the IF phase combinations, we can reliably fix the wide-lane (WL) ambiguity. A Kalman filter is applied to estimate precise IF ambiguities and the original ambiguity is resolved with the fixed WL ambiguity. A numerical analysis with triple-frequency BDS data from three long baselines of a CORS network is provided to compare the AR performance of GF TCAR with that of IF TCAR. The results show that both methods can reliably resolve the WL ambiguity with a remarkable correctly-fixed rate of higher than 99%, and the reliably-fixed rates of the IF TCAR slightly increase from 92.19, 94.67 and 94.61–98.26, 99.54 and 97.51% for the three baselines. Herein “correctly-fixed” and “reliably-fixed” mean the difference between the float ambiguity and the true one are less than ± 0.5 and ± 0.25 cycles, respectively. On the other hand, the AR performance of the original signals with the IF TCAR method is much better than that with the GF TCAR method attaining a 100% correctly-fixed rate, while the GF TCAR method can hardly fix the original ambiguity with the largest bias being as much as 4 cycles because of the amplified systematic bias.     

An improved ionosphere interpolation algorithm for network RTK in low-latitude regions

A traditional interpolation algorithm with the linear interpolation method (LIM) using a fixed number of reference stations is widely used in network RTK to obtain the ionospheric delays for the users. In low-latitude regions, where the ionosphere is relatively active, however, large interpolation errors exist, especially for satellites at low elevation angles. Considering the characteristics of “coinciding ionospheric pierce points (CIPPs)” with a similar nature of ionospheric delays, an improved interpolation algorithm is proposed. In this algorithm, all stations with CIPPs are used to establish the interpolation model; thus, more precise interpolation model is achieved. To validate the performance of the proposed algorithm, data from some reference stations in Guangdong Province of China were used, and the results are compared with those with the traditional interpolation algorithm. Numerical analysis shows that the interpolation accuracy of the proposed algorithm increases by 10–30% compared with the traditional one. Since the number of reference stations is flexible, the proposed algorithm can also balance the model accuracy with the computation burdens. In addition, the proposed algorithm is less affected by the selection of master reference station. In terms of network RTK on-the-fly positioning, the time-to-first-fix is reduced when replacing the traditional interpolation algorithm with the proposed one.     

Modelling coastal land use change by incorporating spatial autocorrelation into cellular automata models

This paper presents a spatial autoregressive (SAR) method-based cellular automata (termed SAR-CA) model to simulate coastal land use change, by incorporating spatial autocorrelation into transition rules. The model captures the spatial relationships between explained and explanatory variables and then integrates them into CA transition rules. A conventional CA model (LogCA) based on logistic regression (LR) was studied as a comparison. These two CA models were applied to simulate urban land use change of coastal regions in Ningbo of China from 2000 to 2015. Compared to the LR method, the SAR model yielded smaller accumulated residuals that showed a random distribution in fitting the CA transition rules. The better-fitting SAR model performed well in simulating urban land use change and scored an overall accuracy of 85.3%, improving on the LogCA model by 3.6%. Landscape metrics showed that the pattern generated by the SAR-CA model has less difference with the observed pattern.     

双碳背景下我国煤炭资源勘查开发布局研究

随着双碳背景下国家能源结构调整和生态文明建设的要求,本文从保障国家主体能源安全和优化煤炭资源勘查开发布局的角度考虑,阐述了中国煤炭资源分布特点及勘查开发现状;从坚持集约与协调发展、改革与创新发展、绿色与清洁发展的基本原则出发,分析了新时期煤炭资源勘查目标：加强大型煤炭基地资源勘查、推进新增煤层气资源储量、加快煤系矿产资源勘查;从资源禀赋、开发强度、市场区位、环境容量、输送通道等方面出发,阐述了14个大型煤炭基地开发布局方向及建设规模,同时要加快煤层气的开发利用。研究成果对未来一段时期煤炭资源勘查开发及煤炭工业高质量发展具有重要的指导意义。     

Field test research on post-grouting effect for super-long cast-in-place bored pile in thick soft foundation

Geotechnical and Geological Engineering - The field static load test method was adopted for two test piles in a project in Zhejiang area of China, analyze the effect of post-grouting technique on...     

盾构超近距离侧穿铁路桥桩保护方案探讨

郑州地铁某盾构区间超近距离侧穿铁路桥梁桩基,受地面空间及隧道与桥桩间净距限制,无法采用隔离桩等常规保护措施.结合工程实际情况提出“盾构通过范围内土体注浆加固”、“桥梁承台加固”以及“注浆+承台加固”三种措施,利用数值模拟手段,对盾构侧穿施工期间,不同保护方案下桥桩的变形规律进行了分析研究.研究结果表明,采用“盾构通过范围内土体注浆加固+承台加固”措施,可使桥面最大沉降值减少约45%,且可减少桥面横桥向不均匀沉降及桥桩水平位移,在很大程度上减少盾构隧道施工对铁路桥梁的不利影响.      

珠江流域地下水资源评价及问题分析

本文在梳理流域地下水资源评价现状及历史的基础上,讨论了水资源评价方法和分区原则,将珠江流域划分为129个四级地下水系统,以地下水系统为评价单元,在充分考虑不同水文地质参数的基础上,分析评价地下水资源量及存在的问题,讨论珠江流域三级阶地不同水流运动特征,阐述了评价的精度以及水利工程对地下水循环的影响。通过本次评价,珠江流域地下水天然资源量1374.16亿m~3,可开采量为578.7亿m~3,开发利用率仅10.01%。珠江流域跨度较大,水动力特征迥异:上游云贵高原深切峡谷区、中游桂中峰丛洼地区、下游冲洪积平原区,据不完全统计,珠江流域蓄水量大于100万m~3的水库32座,水利工程的修建以及水库对水资源调蓄和分配给地下水资源评价带来一定困难,不同部委对地表水和地下水概念上的分歧导致二者间流域边界不一致以及流域水资源评价结果的差异,为此提出了解决问题的建议,以期为地下水开发利用与治理保护服务。     

粤港澳大湾区地下水资源特征及开发潜力

粤港澳大湾区是中国开放程度最高、经济活力最强的区域之一,在国家发展大局中具有重要的战略地位,大湾区未来的发展离不开水资源的支撑和良好的水生态环境。近年来,随着大湾区经济的快速发展,人口激增,需水量上升,水资源环境问题也日益突出,水安全保障程度不足;地下水是水资源的重要组成部分,具有水量稳定、水质较好的特点,可作为重要的应急备用水源。本文从地下水资源着手,系统梳理了大湾区水资源环境条件、地下水资源状况、特征和开发利用潜力,并提出了应急后备水源地建议,得到以下认识:(1)地下水可划分为松散岩类孔隙水、碳酸盐岩岩溶水、基岩裂隙水三大类,其中松散岩类孔隙水和基岩裂隙水分布最广;(2)湾区内地下水水化学类型较为复杂,丘陵山区以HCO_3-Na型、HCO_3-Ca型及HCO_3-Na+Ca型为主,冲积平原及山间盆地以HCO_3+Cl-Na型及HCO_3+Cl-Na+Ca型为主,三角洲地区以Cl-Na型微咸-咸水为主;(3)西江、北江及东江干流构成湾区内地下水排泄的总渠道,各支流为地下水的局部排泄基准面,地下水动态变化具季节性特征;(4)地下水整体水质较好,Ⅰ-Ⅲ类水占比高达66.25%,从丘陵山区到三角洲平原,水质呈变差趋势,尤其在广州、江门、中山、东莞等城市周边水质较差,超标因子主要为氨氮、氯化物、氟化物、硫酸盐等,三角洲地区发育大量"铁质水"和"氨氮水",水质性缺水问题突出;(5)地下水开发利用程度很低,东莞及中山等城市基本未开发利用地下水,在各类地下水中,碳酸盐岩岩溶裂隙水具有规模开采的开发利用潜力;(6)综合分析相关资料,提出将广花盆地等10处富水块段作为应急水源地备选,经初步计算每年可为大湾区提供约4.18亿m~3的应急水源保障。为应对突发性水质污染及极端干旱气候等大规模供水危机,保障粤港澳大湾区用水安全,促进大湾区高质量发展,建议加强大湾区的基础水文地质调查工作,掌握地下水的水位、水质、水量的动态变化特征,精准计算可用于应急备用开采的地下水储存量。