Effect of land‐use changes on nonpoint source pollution in the Xizhi River watershed,Guangdong, China

The Annualized Agricultural Non‐point Source (AnnAGNPS) pollution model has been widely used to assess and predict runoff, soil erosion, sediment and nutrient loading with a geographic information system. This article presents a case study of the effect of land‐use changes on nonpoint source (NPS) pollution using the AnnAGNPS model in the Xizhi River watershed, eastern Pearl River Delta of Guangdong province, China. The land‐use changes in the Xizhi River watershed between 1998 and 2003 were examined using the multitemporal remote sensing data. The runoff, soil erosion, sediment transport and nutrient loading 1998 and 2003 were assessed using AnnAGNPS. The effects of land‐use changes on NPS were studied by comparing the simulation results of each year. Our results showed that (i) the NPS loadings increased when forest and grass land converted into paddy, orchard and farmland land, and population size and gross domestic product size as well as the usage amounts of fertilizer and pesticide in the entire watershed were firmly correlated with the NPS loadings; (ii) the land‐use change during fast urbanization in particular when other land types were converted into the development land and buildup land led to increasing of NPS pollution; and (iii) urban land expansion showed more important effects on total organic carbon (TOC) loading compared with nitrogen and phosphorus loadings. Copyright © 2012 John Wiley & Sons, Ltd.     

Coupled finite‐element simulation of injection well testing in unconsolidated oil sands reservoir

This paper presents a finite‐element (FE) model for simulating injection well testing in unconsolidated oil sands reservoir. In injection well testing, the bottom‐hole pressure (BHP) is monitored during the injection and shut‐in period. The flow characteristics of a reservoir can be determined from transient BHP data using conventional reservoir or well‐testing analysis. However, conventional reservoir or well‐testing analysis does not consider geomechanics coupling effects. This simplified assumption has limitations when applied to unconsolidated (uncemented) oil sands reservoirs because oil sands deform and dilate subjected to pressure variation. In addition, hydraulic fracturing may occur in unconsolidated oil sands when high water injection rate is used. This research is motivated in numerical modeling of injection well testing in unconsolidated oil sands reservoir considering the geomechanics coupling effects including hydraulic fracturing. To simulate the strong anisotropy in mechanical and hydraulic behaviour of unconsolidated oil sands induced by fluid injection in injection well testing, a nonlinear stress‐dependent poro‐elasto‐plastic constitutive model together with a strain‐induced anisotropic permeability model are formulated and implemented into a 3D FE simulator. The 3D FE model is used to history match the BHP response measured from an injection well in an oil sands reservoir. Copyright © 2013 John Wiley & Sons, Ltd.     

Abrupt behaviours of streamflow and sediment load variations of the Yangtze River basin,China

Monthly sediment load and streamflow series spanning 1963–2004 from four hydrological stations situation in the main stem of the Yangtze River, China, are analysed using scanning t‐test and the simple two‐phase linear regression scheme. Results indicate significant changes in the sediment load and streamflow from the upper reach to the lower reach of the Yangtze River. Relatively consistent positive coherency relations can be detected between streamflow and sediment load in the upper reach and negative coherency in the middle and lower reaches. Interestingly, negative coherency is found mainly for larger time scales. Changes in sediment load are the result mainly of human influence; specifically, the construction of water reservoirs may be the major cause of negative coherency. Accentuating the human influence from the upper to the lower reach results in inconsistent correlations between sediment load and streamflow. Decreasing sediment load being observed in recent years has the potential to alter the topographical properties of the river channel and the consequent development and recession of the Yangtze Delta. Results of this study are of practical significance for river channel management and evaluation of the influence of human activities on the hydrological regimes of large rivers. Copyright © 2012 John Wiley & Sons, Ltd.     

清江隔河岩电钻厂房超高边坡的稳定性评价

The stability evaluation on superhigh slope behind the powerhouse of Geheyan hydroelectric station over Qingjiang River is made in this paper. Engineering geological condition, new tectonic movement, and deformation observation results for the slope are analyzed. Natural angles, stable angles, and design angles of the slope are compared with each other. Limit equilibrium analysis and finite element method are used for the stability evaluation of this slope. The engineering prevention and cure of landslip hazards are also proposed in this paper.     

朝鲜安州煤矿岩岩膨胀特性试验研究

In this paper, the test results of mineral component and swelling behavior of the shale at An Zhou Coal Mine, D.P.R.Korea are introduced. The results showed that the shale has properties of high unit weight, low porosity and high content of hydrophilic clay mineral. With such properties, it will have large swell and high swelling force to the support of the project. Therefore it is considered that the effective measure to prevent unstable of the surrounding rock may be reducing disturbance and changes of water content. This paper is the first achievement in cooperation research between the colleagues of our institute and Institute of Rock Mechanics Academia Korea.     

REE compositional characteristics of Hannuoba basalts

The Hannuoba basalts are a suite of associated rocks consisting of alkali basalts and tholeiites. The alkali basalts can be divided into the K-rich type and the Na-rich type, while the tholeiites are almost solely of the Na-rich type. These two types of basalt are characterized as being obviously rich in light rare earth elements, as is shown in the chondrite-normalized REE patterns exhibiting positive Eu anomalies. However, significant differences in (La / Yb)_N and Eu / Eu* ratios are noticed between these two types of basalt. They seem to have been derived from varying-degree partial melting of mantle rocks.     

Decollements in slate belts,examples from the European variscides and the Qin Ling Belt of Central China

Decollements are conspicuous features of collision belts as a result of shortening and shearing of rocks of different competencies in response to intracontinental subduction and crustal stacking. When these decollements occur at upper levels, the classical thin skin tectonics of the foredeeps without important internal strain results; at mid crustal levels slaty cleavage and foliation development occurs. In the more internal parts of the chains, in the lower crust, near the crust mantle boundary, the more severe conditions (granulitic metamorphism) result in ductile deformation in the deepest parts of the mountain belts. Examples of middle and lower crust are well documented in Central China and the Variscan Belt of Europe from field evidence and deep seismic profiling.From these examples it appears more and more likely that most of the mid-crustal slate belts showing vertical slaty cleavage at the erosion surface overly flat decollements.At greater depth large decollements must occur as well in the lower continental crust and at crust-mantle boundary. Typical features of the deep seismic vertical profiles such as the strongly layered lower crust may represent the image of such deep decollements.

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Zusammenfassung Abscherungen sind charakteristische Strukturen von Kollisions-Orogenen. Sie sind das Ergebnis von Verkürzung und Scherung verschieden kompetenter Gesteine infolge intrakontinentaler Subduktion und Krustenüberlagerung. Zu unterscheiden sind Überschiebungen oberer Zonen, wie in den Randgebirgsbereichen ohne bedeutende innere Deformation, von internen metamorphen Zonen mit Schieferung und Plättung. In den tiefen Krustenzonen und im Krusten-Mantelbereich gehen sie einher mit hochgradiger Metamorphose, allgemein in der Granulitfazies.Beispiele der mittleren und tiefen Zonen sind gut erschlossen im paleozoischen Orogen Zentralchinas und im Variszikum Europas und belegt sowohl durch die Geologie wie tiefenseismische Profile. Diese Beispiele zeigen mehr und mehr, daß geschieferte Gebirgsstockwerke mit an der Oberfläche steilstehender Schieferung von flachen Abscherungen unterlagert werden.Die typische Erscheinung einer seismisch gut geschichteten Strukturierung der Unterkruste könnte in dieser Hinsicht als Deckenbahnen interpretiert werden.

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Résumé Les décollements sont des structures typiques des chaînes de collision. Ils résultent du raccourcissement et du cisaillement de roches de différentes compétences en réponse à la subduction continentale et à l'empilement crustal. On peut distinguer des décollements superficiels surtout dans les bassins d'avant chaîne où les roches charriées ont subi une déformation interne faible à nulle (plis et chevauchements sans schistosité). Des décollements plus profonds dans le tiers supérieur de la croûte accompagnés de schistosité et de foliation, dans les parties plus internes métamorphiques des chaînes. Enfin des décollements très profonds à la base de la croûte ou entre croûte et manteau, accompagnés ou suivis d'un métamorphisme de haut degré, généralement granulitique.Ces deux derniers types de décollement sont clairement exprimés dans la chaîne Varisque d'Europe et dans la chaîne Paléozoïque Qin Ling de Chine Centrale. Il apparaît ainsi de plus en plus évident que la plupart des zones plissées à schistosité verticale, non liées à des décrochements, passent en profondeur à de grands décollements plats. On les met en évidence sur le terrain ou/et grâce à des profils de sismique réflexion écoute longue. Des aspects caractéristiques de ces profils comme par exemple la croûte inférieure litée pourraient représenter l'image sismique de tels décollements profonds.

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