济南某地区裂隙岩溶地下水硝酸盐污染现状及溯源浅析

通过对历史资料的对比,揭示了济南某地裂隙岩溶地下水中硝酸根污染现状,并通过三线图法对硝酸根进行溯源分析,显示研究区地下水硝酸根含量受人类活动影响明显,并有进一步发展的趋势。相关性分析法分析结果显示地下水硝酸根含量与Cl相关,说明其与工业废水联系密切,而土壤剖面中硝酸根含量显示,土壤中硝酸根含量的顺序为:禽畜粪便污染类污水排放污染类垃圾堆放污染类。分析认为,研究区裂隙盐溶承压水硝酸根污染的来源主要为补给区及径流区强烈渗漏携带牲畜粪便及氮肥和农家肥的施用、生活污水、工业废水及浅层水混入。     

利用泉水长观资料计算降水入渗系数——以务川自治县大竹园铝土矿区岩溶充水矿床为例

务川自治县大竹园铝土矿区为高山台地向斜正地形,岩溶充水矿床,水位埋藏较深,大气降水是地下水的唯一补给源,北、东、西为陡崖或陡坡,崖脚为矿系和隔水层,沿陡崖上部边缘分布一条开口向西的地表分水岭,形成完整的水文地质单元,地下水在向斜内由东向西汇集于梅古洞排泄。铝土矿层直接顶板梁山组(P_2l)页岩,厚度小,不连续,其上部茅口栖霞组(P_2m+q)灰岩强含水层与矿层直接接触,并且岩溶管道发育。因此,计算矿坑涌水量的方法用水均衡法较为恰当,即利用泉水观测资料计算入渗系数,从而达到预测矿坑涌水量、评价含水层富水性的目的。     

Development and validation of sinkhole susceptibility models in mantled karst settings. A case study from the Ebro valley evaporite karst (NE Spain)

A preliminary sinkhole susceptibility analysis has been carried out in a stretch 50 km² in area of the Ebro valley alluvial evaporite karst (NE Spain). A spatial database consisting of a sinkhole layer and 27 thematic layers related to causal factors was constructed and implemented in a GIS. Three types of sinkholes were differentiated on the basis of their markedly different morphometry and geomorphic distribution: large subsidence depressions (24), large collapse sinkholes (23), and small cover-collapse sinkholes (447). The susceptibility models were produced analysing the statistical relationships between the mapped sinkholes and a set of conditioning factors using the Favourability Functions approach. The statistical analyses indicate that the best models are obtained with 6 conditioning factors out of the 27 available ones and that different factors and processes are involved in the generation of each type of sinkhole. The validation of two models by means of a random-split strategy shows that reasonably good predictions on the spatial distribution of future dolines may be produced with this approach; around 75% of the sinkholes of the validation sample occur on the 10% of the pixels with the highest susceptibility and about 45% of the area can be considered as safe.     

济南岩溶泉水流量衰减原因分析及动态模拟

以济南岩溶泉水为例,采用统计学方法,结合统计学分析软件SPSS对岩溶含水系统的流量动态进行分析。根据济南市38年（1959—1996年）的观测资料,将泉水流量多年动态过程分为两个阶段（1959—1968年及1969—1996年）,分别对其进行偏相关分析。结果发现,前一阶段的影响因素主要为自然因素,而后一个阶段则受自然因素和人类活动共同影响。在此基础上,建立了各阶段的数学模型并对流量动态进行了模拟和预测。结果表明,模拟阶段（1959—1980年）的流量误差为2％,预测阶段（1981—1987年）的流量误差为3．4％,结果较好。     

Identification, prediction, and mitigation of sinkhole hazards in evaporite karst areas

Sinkholes usually have a higher probability of occurrence and a greater genetic diversity in evaporite terrains than in carbonate karst areas. This is because evaporites have a higher solubility and, commonly, a lower mechanical strength. Subsidence damage resulting from evaporite dissolution generates substantial losses throughout the world, but the causes are only well understood in a few areas. To deal with these hazards, a phased approach is needed for sinkhole identification, investigation, prediction, and mitigation. Identification techniques include field surveys and geomorphological mapping combined with accounts from local people and historical sources. Detailed sinkhole maps can be constructed from sequential historical maps, recent topographical maps, and digital elevation models (DEMs) complemented with building-damage surveying, remote sensing, and high-resolution geodetic surveys. On a more detailed level, information from exposed paleosubsidence features (paleokarst), speleological explorations, geophysical investigations, trenching, dating techniques, and boreholes may help in investigating dissolution and subsidence features. Information on the hydrogeological pathways including caves, springs, and swallow holes are particularly important especially when corroborated by tracer tests. These diverse data sources make a valuable database—the karst inventory. From this dataset, sinkhole susceptibility zonations (relative probability) may be produced based on the spatial distribution of the features and good knowledge of the local geology. Sinkhole distribution can be investigated by spatial distribution analysis techniques including studies of preferential elongation, alignment, and nearest neighbor analysis. More objective susceptibility models may be obtained by analyzing the statistical relationships between the known sinkholes and the conditioning factors. Chronological information on sinkhole formation is required to estimate the probability of occurrence of sinkholes (number of sinkholes/km² year). Such spatial and temporal predictions, frequently derived from limited records and based on the assumption that past sinkhole activity may be extrapolated to the future, are non-corroborated hypotheses. Validation methods allow us to assess the predictive capability of the susceptibility maps and to transform them into probability maps. Avoiding the most hazardous areas by preventive planning is the safest strategy for development in sinkhole-prone areas. Corrective measures could be applied to reduce the dissolution activity and subsidence processes. A more practical solution for safe development is to reduce the vulnerability of the structures by using subsidence-proof designs.     

Gypsum-karst problems in constructing dams in the USA

Gypsum is a highly soluble rock and is dissolved readily to form caves, sinkholes, disappearing streams, and other karst features that typically are also present in limestones and dolomites. Gypsum karst is widespread in the USA and has caused problems at several sites where dams were built, or where dam construction was considered. Gypsum karst is present (at least locally) in most areas where gypsum crops out, or is less than 30–60 m below the land surface. These karst features can compromise on the ability of a dam to hold water in a reservoir, and can even cause collapse of a dam. Gypsum karst in the abutments or foundation of a dam can allow water to pass through, around, or under a dam, and solution channels can enlarge quickly, once water starts flowing through such a karst system. The common procedure for controlling gypsum karst beneath the dam is a deep cut-off trench, backfilled with impermeable material, or a close-spaced grout curtain that hopefully will fill all cavities. In Oklahoma, the proposed Upper Mangum Dam was abandoned before construction, because of extensive gypsum karst in the abutments and impoundment area. Catastrophic failure of the Quail Creek Dike in southwest Utah in 1989 was due to flow of water through an undetected karstified gypsum unit beneath the earth-fill embankment. The dike was rebuilt, at a cost of US $12 million, with construction of a cut-off trench 600 m long and 25 m deep. Other dams in the USA with severe gypsum-karst leakage problems in recent years are Horsetooth and Carter Lake Dams, in Colorado, and Anchor Dam, in Wyoming.     

GIS and ANN coupling model: an innovative approach to evaluate vulnerability of karst water inrush in coalmines of north China

Evaporites, including rock salt (halite) and gypsum (or anhydrite), are the most soluble among common rocks; they dissolve readily to form the same types of karst features that commonly are found in limestones and dolomites. Evaporites are present in 32 of the 48 contiguous states in USA, and they underlie about 40% of the land area. Typical evaporite-karst features observed in outcrops include sinkholes, caves, disappearing streams, and springs, whereas other evidence of active evaporite karst includes surface-collapse structures and saline springs or saline plumes that result from salt dissolution. Many evaporites also contain evidence of paleokarst, such as dissolution breccias, breccia pipes, slumped beds, and collapse structures. All these natural karst phenomena can be sources of engineering or environmental problems. Dangerous sinkholes and caves can form rapidly in evaporite rocks, or pre-existing karst features can be reactivated and open up (collapse) under certain hydrologic conditions or when the land is put to new uses. Many karst features also propagate upward through overlying surficial deposits. Human activities also have caused development of evaporite karst, primarily in salt deposits. Boreholes (petroleum tests or solution-mining operations) or underground mines may enable unsaturated water to flow through or against salt deposits, either intentionally or accidentally, thus allowing development of small to large dissolution cavities. If the dissolution cavity is large enough and shallow enough, successive roof failures can cause land subsidence and/or catastrophic collapse. Evaporite karst, natural and human-induced, is far more prevalent than is commonly believed.     

广西都安地下河地质公园喀斯特景观特征 及其形成演化

在对都安地下河公园区域地质背景及喀斯特景观特征进行分析和研究的基础上,系统探讨了都安喀斯特及地苏地下河系、都安天窗群、峰丛峰林等典型喀斯特景观的形成演化过程,认为都安喀斯特正处于地下和地表喀斯特彼此制约,却又相互协调、同步共生的特殊发育时期;揭示了古近纪以来,暂时性地表流水、地表河等各种地表流水与地下河间,历经独立、袭夺、改道、相连等阶段,对应地下与地表喀斯特间,由地表地下各向分散独立成景→地表地下各向单一网络式成景→地表地下统一网络式成景,并逐渐形成彼此对应喀斯特景观的演化序列和过程。其中,地表喀斯特作用,由强→弱,由主角→配角,并从西北侧至东南侧逐渐演化、分异,形成高峰丛深洼地→中峰丛洼地→低峰丛洼地→高峰林谷地→低峰林谷地5种不同且依次过渡的地表喀斯特地貌;地下喀斯特作用,则由弱→强,配角→主角,逐渐形成庞大、复杂的地下河喀斯特地貌——地苏地下河系;地下与地表间,由彼此独立→整体相互制约、协同共生,并形成由500多个天窗组成的天窗群。因此,公园既是全球展现地下河喀斯特景观美景的杰出代表地之一,又是全球地下河喀斯特地貌演化的杰出范例,还是展示地下与地表喀斯间彼此制约,却又协同共生发育的典型参照地。     

赤水河流域中上游坡地景观特征对河流水质的影响

在喀斯特地区,较大的地表坡降和坡地开发强度导致承载在地表景观上的污染物因地势和降水加倍迁移到河水中。以赤水河流域中上游为研究区,分别在全子流域、子流域坡地、子流域陡坡地三个层面上提取景观结构、景观开发强度和景观格局指数,研究各级坡地景观特征对水质的影响。结果表明：① 与总林地相比坡林地对水质潜在的“汇”作用更加显著;占总耕地面积不足1/7的陡坡耕地、却对河水中总磷（TP）和氨氮（NH₃-N）浓度大小贡献显著（相关系数为0.608和0.614）。② 景观开发强度与各水质污染物指标呈现显著而稳定的正相关性,相关系数最高达0.960,它比单个景观对水质指标更具解释能力。③ 斑块形状复杂度、景观多样性、景观分离度均与水质污染物指标呈高度或显著正相关,且随着地形坡度的增大,水质污染物指标对景观散布与并列指数（IJI）和农香多样性指数（SHDI）越来越敏感。故减少对坡地尤其是陡坡地景观的不当人为干扰,对喀斯特地区流域水质保护有重要意义。     

黔桂喀斯特山区植被变化及其地形效应

为科学认识喀斯特山区植被变化及其地形效应,基于MODIS NDVI数据,采用统计学方法,系统分析2000-2016年喀斯特山区植被变化的时空特征及其与海拔、地形起伏度、坡度、坡向的关系。研究表明,黔桂喀斯特山区植被绿度中部高,西北及东南较低,年均NDVI随海拔和地形起伏度的增加呈单峰曲线变化,峰值位于400~600 m,NDVI随坡度和坡向的变化不明显;2000-2016年大部分地区NDVI呈增长趋势,其中超过20%的地区呈显著增长（P<0.05）,年均增长率约0.0018。西部和东南部绿化趋势最为显著,仅在东北和中东部,NDVI呈下降趋势;NDVI呈增长趋势的比例随海拔的增加而增加,说明该喀斯特山区近年来植被恢复向着良性化方向发展,高海拔植被恢复速率更快,低海拔缓坡处的植被生态建设需要进一步加强。