Two new species of the genus <Emphasis Type="Italic">Cobitis</Emphasis> Linnaeus (Teleostei: Cobitidae) from southern China

Two new species of the genus Cobitis from southern China, C. hereromacula from the Luohe River in Guangdong Province and C. baishagensis from the Nandujiang River in Hainan Province, are described and illustrated here. C. hereromacula can be distinguished from its congeners by possessing the following combination of characteristics: absence of the second and third pigmentary zones of Gambetta; 13–16 oval blotches on the dorsum and 10–13 vertical, elongated triangular blotches below the midlateral line with more than 20 vertical dark brown bars between them; 6–7 narrow rows of dark spots on the caudal fin; a vertical oval spot smaller than the eye diameter on the upper part of the caudal peduncle; pointed mental lobes of the lower lip pointed with a slightly filiform tip; one slender and long needle-shaped lamina circularis at the base of the first branched ray of the male pectoral fins. C. baishagensis can be distinguished from its congeners by the fourth Gambetta zone being covered by 10–12 transverse elongated blotches; 4–5 narrow rows of dark spots on the caudal fin; a vertical blotch smaller than the eye diameter on the upper part of the caudal peduncle; males with a slender and long needle-shaped lamina circularis at the second branched pectoral fin ray in males; large scales with a slightly large focal zone; undeveloped mental lobes with a lower lip that does not end posteriorly in a filiform tip.     

鄂尔多斯盆地南部地区延长组深水沉积构造特征及地质意义

鄂尔多斯盆地南部地区上三叠统延长组长7段发育有典型的重力流沉积。对野外露头剖面进行大量调查研究,发现研究区重力流沉积发育丰富的沉积构造,底层面构造、软沉积变形构造是主要的两种类型。这种深水沉积构造组合能够很好地揭示研究区广泛发育的一定坡度背景下深水重力流沉积体系。滑移-滑塌沉积、砂质碎屑流沉积、浊流沉积是研究区发育最为广泛的深水重力流沉积类型,滑移-滑塌及软沉积变形构造为触发机制沉积响应,底层面构造为砂质碎屑流沉积及浊流沉积响应。综合分析研究区地层发育的大量凝灰岩夹层、深水泥岩中发育的植物碎屑、深水砂岩中发育的大量浅黄色泥砾等沉积特征,认为地震、火山喷发及季节性洪水为研究区深水重力流沉积最有利的触发因素。     

Preparation of integrative cubes as a novel biological permeable reactive barrier medium for the enhancement of in situ aerobic bioremediation of nitrobenzene-contaminated groundwater

Recent studies have indicated that in situ aerobic bioremediation is one of the most effective methods for remediating groundwater contaminated with nitrobenzene (NB). Aerobic bioremediation is largely dependent on the maintenance of adequate dissolved oxygen (DO) levels in the groundwater. Traditional in situ aeration has various disadvantages, such as high operational costs and nonuniform aeration. In this study, integrative cubes were prepared and utilized as a novel biological permeable reactive barrier (bio-PRB) medium to enhance the aerobic bioremediation of NB-contaminated groundwater. The results revealed an NB removal rate greater than 98.68% after 15–20 days of continuous oxygen release from the bio-PRB medium. DO concentrations reached 8.0 mg/L during treatment, and NB-degrading bacteria were able to tolerate a range of pH conditions. This multifaceted bio-PRB medium can simultaneously adsorb and biodegrade NB, release oxygen, and neutralize the pH with phosphate buffer. The results of this study suggest that this bio-PRB medium represents a highly effective in situ bioremediation method for NB-contaminated groundwater.     

Examination of the structural characteristics arising in gypsums by the GPR and MASW methods (Sivas,Turkey)

This study was performed at an area of 50?×?48 m² being defined as a new settlement in the northeast of Sivas. In the study, the discontinuities that are not deep and their geophysical characteristics were examined by the GPR and MASW methods. For interpretation, GPR cross sections were prepared as 2D–3D, and MASW cross sections were prepared as 2D. As for geophysical cross sections, about 10 m depth was examined. It was understood that the reflections observed in the form of hyperbolas in GPR cross sections correspond to areas having low S wave velocity (V_s) in MASW cross sections. It was understood that the S wave velocities are lower than 653 m/s, that the seismic velocities in between 653 and 275 m/s indicate partially deteriorated areas and that the S wave velocities of unweathered gypsums are higher than 1275 m/s at these low-velocity zones. Thus, it was thought that the fill material that may arise in the fracture, crack and deterioration areas arises from intercalation and clastic gypsum units, and that it plays a role in having low value S wave velocities. In all the geophysical cross sections, it was understood that the structures with gypsum are intense at the initial 5 m. And a fracture at the south of the study area, that it was estimated might be longer than 40 m, was determined as the largest gypsum structure. It was understood that this fracture starts from a depth of about 5 m in the west and that it slopes down to 7 m depth in the east. According to these results, it was understood that the damage amount arising in time in the gypsum structures from the effect of water may increase, the study area was defined as risky, and the required importance should be attached to these structures especially in foundation engineering.     

准中1区三工河组二段低孔渗储层特征及主控因素

通过岩芯观察、测井和录井资料、铸体薄片观察,研究准中1区三工河组二段储层特征及致密化因素。研究表明,储层砂体发育于水下分流河道、河口砂坝和远沙坝;储集岩以长石岩屑砂岩、岩屑砂岩为主;储集空间以次生溶孔为主,含少量原生孔隙,为孔缝型储层。储层受原生沉积相和后生成岩作用改造的双重控制。强烈的压实作用、钙质胶结是导致储层致密的主要因素,后期深埋溶蚀则是储层得以改造的关键控制因素。优质储层主要发育于水下分流河道,表现为粗粒、弱压实、弱钙质胶结、强溶蚀微观特征。     

A location-aware GIServices quality prediction model via collaborative filtering

The quality of GIServices (QoGIS) is an important consideration for services sharing and interoperation. However, QoGIS is a complex concept and difficult to be evaluated reasonably. Most of the current studies have focused on static and non-scalable evaluation methods but have ignored location sensitivity subsequently resulting in the inaccurate QoGIS values. For intensive geodata and computation, GIServices are more sensitive to the location factor than general services. This paper proposes a location-aware GIServices quality prediction model via collaborative filtering (LAGCF). The model uses a mixed CF method based on time zone feature from the perspectives of both user and GIServices. Time zone is taken as the location factor and mapped into the prediction process. A time zone-adjusted Pearson correlation coefficient algorithm was designed to measure the similarity between the GIServices and the target, helping to identify highly similar GIServices. By adopting a coefficient of confidence in the final generation phase, the value of the QoGIS most similar to the target services will play a dominant role in the comprehensive result. Two series of experiments on large-scale QoGIS data were implemented to verify the effectivity of LAGCF. The results showed that LAGCF can improve the accuracy of QoGIS prediction significantly.     

浅谈地理国情普查项目中控制点库的制作

数字正射影像数据是地理国情普查中主要的调查数据源,同时也是普查成果数据的重要组成部分。而控制点作为数字正射影像制作的基础数据也是普查成果中必不可少的一部分。本文就国情普查成果中影像控制点的采集与整理进行了探讨。     

我国近五年GIS研究状况分析——基于CiteSpace计量分析

检索了CNKI期刊数据库中18种地理信息系统(GIS)相关学术期刊,从中选取2011—2015年间与GIS相关的421篇高被引论文作为研究对象,运用文献计量方法并借助信息可视化软件CiteSpace探讨我国这5年来GIS发展的研究热点、前沿方向以及期刊、作者、研究区域和研究机构的分布特点,为我国GIS领域的研究方向和研究思路提供借鉴和参考。结果表明:空间格局、空间分布、遥感、空间分析、移动GIS、WebGIS、三维GIS和土地利用是GIS研究的热点方向;云南、江西、广西、青海、西藏、宁夏等冷门区域的研究价值有待挖掘;大数据方面的研究兴起于2014年,已然成为GIS研究的前沿方向。     

东北地区冬半年积雪与气温对冻土的影响

利用东北地区121个气象站逐日冻土深度、积雪深度、平均气温、地表平均气温及降水量数据,分析了1964—2017年冬半年冻土的变化特征及气象要素对冻土的影响。结果表明：东北地区积雪深度、平均气温、地表平均气温与冻土深度相关系数较高,降水量相关性不大。20世纪60年代平均气温、地表平均气温及负积温最低,最大冻土深度为历年代最深;随着气候变暖,最大冻土深度以6.15 cm?（10a）^-1的速率显著减小。冬半年平均最大冻土深度为123 cm,呈显著纬向分布,自辽东半岛向大兴安岭北部递增;随纬度和海拔高度的增加,平均气温和地表平均气温降低,负积温增加,且由北向南地气温差增大。最大冻土深度全区有90%以上的站点减少,减少速率以0.1~10 cm?（10a）^-1为主。冻土持续时间随纬度升高而增加,月最大冻土深度和积雪深度最大值分别出现在3月和1月,最大冻土深度的增加要滞后于积雪深度的增加。由于积雪对地温的保温作用,积雪深度较浅时,冻土深度增加较明显,随着积雪深度的增加,冻土深度变化较小,积雪对冻土起到了保温的作用。对于高纬度地区站点,30 cm左右为积雪的保温界限值;对于沿海站点,积雪保温的界限值在5 cm左右;在相同地形下,冻土深度较浅区域积雪的保温值因海拔高度、气候特点而异。最大冻土深度对地表平均气温升温的响应更为显著,地表平均气温和平均气温每升高1 ℃,最大冻土深度将减小8.4 cm和10.6 cm,负积温每减少100 ℃?d,最大冻土深度减少4.9 cm。