济宁市平原区地砂地质特征及成因分析

本文结合岩心钻探和实验测试结果,分析了地砂的地质特征,进而探讨了地砂成因。结果表明：地砂粒度以中砂和粗砂为主,主要矿物为石英（60%～75%）和长石（15%～30%）,主量元素以SiO2和Al2O3为主,发育大中型交错层理和冲刷面。以南四湖—京杭运河一线为界,湖西区地砂分布零星、面积较小,资源潜力有限。湖东区临沂组一般发育1层地砂,埋深较浅、厚度较大,是目前开采利用的主要层位;平原组一般发育1～3层地砂,整体由东北向西南埋深变深、粒度变细、厚度变薄、层数减少,目前仅在局部地段开采。地砂的成因类型为河床和辫状河三角洲沉积砂,沉积时期气候寒冷干燥、化学风化程度低、水动力条件较强、古水流方向总体由东北至西南,主要发育于晚更新世的辫状河三角洲沉积和全新世的河床沉积。     

Bilan,fonctionnement et protection du système karstique de la Fontaine de Vaucluse (sud-est de la France)

Résumén

L’aquifère karstique de la célèbre Fontaine de Vaucluse a fait l’objet de nouvelles investigations hydrogéologiqurs dont les résultats portent sur la définition et le fonctionnement du système.

Les données géologiques (lithologie, structure) nous ont permis la délimitation d’un impluvium de 1115 km² dont l’altitude moyenne. 870 m, est confirmée par les traceurs naturels physico-chimiques et isotopiques.

Le bilan hydrique, faute d’un réseau météorologique représentatif, a été calculé à partir d’un modèle climatique par tranches d’altitude, qui utilise les gradients pluviométriques et thermiques régionaux. On montre alors que les 3/4 des pluies efficaces proviennent des zones situées au-dessus de l’altitude moyenne de l’impluvium.

Les études hydrodynamiques et physico-chimiques nous ont permis de démontrer la faible inertie du système malgré sa taille, donc sa bonne karstification, ce qui confirme à l’échelle de l’ensemble les observations spéléologiques ponctuelles du plateau et de l’émergence.

Malgré leur faible apport au débit total, les précipitations estivales marquent la chimie de l’émergence et interrompent ainsi la phase de tarissement.

La contribution de l’eau des réserves au débit est prépondérante : respectivement les 3/4 et les 2/3 des volumes annuels écoulés en 1981 et 1982.

Compte tenu de l’absence de sols et de terrains poreux de couverture, ainsi que du développement de la karstification, la vulnérabilité du système est grande. Aussi une attention particulière doit-elle être portée à l’aménagement de la zone montagnarde de l’impluvium dont le rôle est prépondérant dans l’alimentation du système.     

The effect of the Messinian Deep Stage on karst development around the Mediterranean Sea. Examples from Southern France

It is difficult to explain the position and behaviour of the main karst springs of southern France without calling on a drop in the water table below those encountered at the lowest levels of Pleistocene glacio-eustatic fluctuations. The principal karst features around the Mediterranean are probably inherited from the Messinian period (“Salinity crisis”) when sea level dropped dramatically due to the closing of the Straight of Gibraltar and desiccation of the Mediterranean Sea. Important deep karst systems were formed because the regional ground water dropped and the main valleys were entrenched as canyons. Sea level rise during the Pliocene caused sedimentation in the Messinian canyons and water, under a low hydraulic head, entered the upper cave levels.

The powerful submarine spring of Port-Miou is located south of Marseille in a drowned canyon of the Calanques massif. The main water flow comes from a vertical shaft that extends to a depth of more than 147 m bsl. The close shelf margin comprises a submarine karst plateau cut by a deep canyon whose bottom reaches 1,000 m bsl. The canyon ends upstream in a pocket valley without relation to any important continental valley. This canyon was probably excavated by the underground paleoriver of Port-Miou during the Messinian Salinity Crisis. Currently, seawater mixes with karst water at depth. The crisis also affected inland karst aquifers. The famous spring of Fontaine de Vaucluse was explored by a ROV (remote observation vehicle) to a depth of 308 m, 224 m below current sea level. Flutes observed on the wall of the shaft indicate the spring was formerly an air-filled shaft connected to a deep underground river flowing towards a deep valley. Outcroppings and seismic data confirm the presence of deep paleo-valleys filled with Pliocene sediments in the current Rhône and Durance valleys. In the Ardèche, several vauclusian springs may also be related to the Messinian Rhône canyon, located at about 200 m below present sea level. A Pliocene base level rise resulted in horizontal dry cave levels. In the hinterland of Gulf of Lion, the Cévennes karst margin was drained toward the hydrologic window opened by the Messinian erosional surface on the continental shelf.     

北京地区地裂缝危险性评价方法

北京地区地裂缝成因复杂,是平原区主要地质灾害。本文总结北京地区地裂缝的勘查方法,提出了地裂缝勘查评价体系。对地裂缝现状、预测和综合评价方法进行了探讨,认为地裂缝现状危险性评价应以活动强度为主要指标,预测地裂缝潜在危险是评价的重点。建议将地裂缝成因及工程建设类型等纳入评价指标体系。     

X波段双线偏振雷达回波强度衰减和地物回波识别订正

与常规雷达相比,双线偏振天气雷达在降水系统的准确探测、资料质量的提高等方面具有明显的优势,但X波段双线偏振雷达资料受衰减和地物的影响较大,需要进行必要的衰减和地物订正。本文以2010年7月中国气象局在广东阳江开展的遥感数据比对试验得到数据为例,用ZH和ZDR结合的方法对ZH进行衰减订正,用ZH和ZDR的方差识别地物回波,并利用反射率因子垂直廓线订正受地物影响的底层回波。将订正后的ZH与S波段雷达探测的ZH相比较,将订正后的ZH与KDP的散点图和拟合的KDP与ZH曲线关系对比验证。结果表明经过订正的ZH与S波段雷达探测的ZH一致性较好,与拟合曲线也更为吻合,说明方法能有效提高雷达资料的质量。     

山东省地裂缝灾害的现状及防治对策建议

地裂缝从20世纪中期以来,发生频率及规模逐年加剧,已成为一种区域性的主要地质灾害。目前,山东省内已发现45处较大规模的地裂缝。该文对地裂缝形成特点及危害进行了介绍,分析了山东省已经发生的几次典型的地裂缝灾害,并提出了防治对策建议。     

An accurate and computationally efficient algorithm for ground peak identification in large footprint waveform LiDAR data

Large footprint waveform LiDAR sensors have been widely used for numerous airborne studies. Ground peak identification in a large footprint waveform is a significant bottleneck in exploring full usage of the waveform datasets. In the current study, an accurate and computationally efficient algorithm was developed for ground peak identification, called Filtering and Clustering Algorithm (FICA). The method was evaluated on Land, Vegetation, and Ice Sensor (LVIS) waveform datasets acquired over Central NY. FICA incorporates a set of multi-scale second derivative filters and a k-means clustering algorithm in order to avoid detecting false ground peaks. FICA was tested in five different land cover types (deciduous trees, coniferous trees, shrub, grass and developed area) and showed more accurate results when compared to existing algorithms. More specifically, compared with Gaussian decomposition, the RMSE ground peak identification by FICA was 2.82 m (5.29 m for GD) in deciduous plots, 3.25 m (4.57 m for GD) in coniferous plots, 2.63 m (2.83 m for GD) in shrub plots, 0.82 m (0.93 m for GD) in grass plots, and 0.70 m (0.51 m for GD) in plots of developed areas. FICA performance was also relatively consistent under various slope and canopy coverage (CC) conditions. In addition, FICA showed better computational efficiency compared to existing methods. FICA’s major computational and accuracy advantage is a result of the adopted multi-scale signal processing procedures that concentrate on local portions of the signal as opposed to the Gaussian decomposition that uses a curve-fitting strategy applied in the entire signal. The FICA algorithm is a good candidate for large-scale implementation on future space-borne waveform LiDAR sensors.     

Ground deformation associated with post-mining activity at the French–German border revealed by novel InSAR time series method

We present a novel methodology for integration of multiple InSAR data sets for computation of two dimensional time series of ground deformation. The proposed approach allows combination of SAR data acquired with different acquisition parameters, temporal and spatial sampling and resolution, wavelength and polarization. Produced time series have combined coverage, improved temporal resolution and lower noise level. We apply this methodology for mapping coal mining related ground subsidence and uplift in the Greater Region of Luxembourg along the French–German border. For this we processed 167 Synthetic Aperture Radar ERS-1/2 and ENVISAT images acquired between 1995 and 2009 from one ascending (track 29) and one descending (track 337) tracks and created over five hundred interferograms that were used for time series analysis. Derived vertical and east–west linear deformation rates show with remarkable precision a region of localized ground deformation located above and caused by mining and post-mining activities. Time series of ground deformation display temporal variability: reversal from subsidence to uplift and acceleration of subsidence in the vertical component, and horizontal motion toward the center of the subsidence on the east–west component. InSAR results are validated by leveling measurements collected by the French Geological Survey (BRGM) during 2006–2008. We determined that deformation rate changes are mainly caused by water level variations in the mines. Due to higher temporal and spatial resolution the proposed space-borne method detected a larger number of subsidence and uplift areas in comparison to leveling measurements restricted to annual monitoring of benchmark points along roads. We also identified one deformation region that is not precisely located above the mining sites. Comparison of InSAR measurements with the water levels measured in the mining pits suggest that part of the water that filled the galleries after termination of the dewatering systems may come from this region. Providing that enough SAR data is available, this method opens new opportunities for detecting and locating man-made and natural ground deformation signals with high temporal resolution and precision.     

Ground roll attenuation using a time-frequency dependent polarization filter based on the S transform

The ground roll and body wave usually show significant differences in arrival time, frequency content, and polarization characteristics, and conventional polarization filters that operate in either the time or frequency domain cannot consider all these elements. Therefore, we have developed a time-frequency dependent polarization filter based on the S transform to attenuate the ground roll in seismic records. Our approach adopts the complex coefficients of the S transform of the multi-component seismic data to estimate the local polarization attributes and utilizes the estimated attributes to construct the filter function. In this study, we select the S transform to design this polarization filter because its scalable window length can ensure the same number of cycles of a Fourier sinusoid, thereby rendering more precise estimation of local polarization attributes. The results of applying our approach in synthetic and real data examples demonstrate that the proposed polarization filter can effectively attenuate the ground roll and successfully preserve the body wave.     

An analytic benchmark test for karst-aquifer flow

A benchmark test for flow in karstic aquifers is presented in the form of an exact solution of the harmonic variations of water flux and head within a karst conduit that is imbedded within a three-dimensional porous matrix having a free surface. The variations are driven by a prescribed variation of head applied at one end of the conduit. The benchmark consists of expressions for the spring discharge as a function of time and the conduit head and flux as functions of distance along the conduit and time. These expressions contain three dimensionless parameters, permitting development of a wide range of specific benchmark tests. The expressions are particularly simple in the case of an infinitely deep aquifer. This limiting solution should provide the most severe test for two-dimensional models of karst aquifer flow. Another limiting case of interest is that in which the conduit diameter is equal to the water depth. This limiting solution should provide the easiest test for two-dimensional models.