长城湾夏季初级生产力及其光量子产值

本文报道了１９９２～１９９３年南极长城湾及其邻近水域夏季初级生产力的水平、同化系数及其分布特征,并对影响水域生产力的主要因素进行了分析。同时对该海区的光量子产值和光利用效率进行了测定,结果表明：长城湾夏季光量子产值的变化范围为１．４７９×１０－２～９．０２８×１０－２ｍｏｌ碳／ｍｏｌ光量子,平均值为４．５５８×１０－２ｍｏｌ碳／ｍｏｌ光量子;浮游植物对光的利用效率为０．７９６×１０－２～１．８２４×１０－２。该海区夏季的光量子产值和光利用效率远高于其他海区。     

Numerical Modeling of Sediment Mass Sliding and Tsunami Generation: The Case of February 7, 1963, in Corinth Gulf,Greece

Numerical modeling of a landslide process at the continental slope by taking into account slope parameters is performed for the tsunami event of February 7, 1963, reported in the Corinth Gulf, central Greece. A layered sediment structure was considered, and an initial external dynamic action at the landslide process was introduced. The results obtained were quite consistent with the observational runup data as well as with the results arrived at by conventional rigid-body and viscous-fluid models. However, this approach permits to describe in detail the formation of several wave groups and particular tsunami characteristics that are strongly dependent on the landslide model.     

流域水文模型研究进展

本文介绍了流域水文模型的分类,论述了流域水文模型基础理论——产汇流理论的发展及其自身的研究进展,探讨了流域水文模型的研究趋势和发展困境,并对未来做出了展望,以期能推进流域水文模型的研究。     

Numerical modeling of water yield of mine in Yangzhuang Iron Mine,Anhui Province of China

This study develops a three-dimensional heterogeneous numerical model to simulate the water inrush process and predict the water yield for mineral exploration in Yangzhuang Iron Mine in Anhui Province. To identify the hydrogeological parameters of the aquifer in the study area, the model was calibrated and validated using the observed heads through the integrated trial-and-error and automated techniques. Also, the sensitivity analysis of the model was performed to evaluate the uncertainty associated with the calibrated model. According to the mine construction plan at different mining levels of -500 m, -600 m, and -700 m, the calibrated model was then applied to predict the water yields dependent on the different mining levels. As indicated by the prediction results, the numerical simulation model can systematically describe the groundwater system in the mining area and determine the source of water inrush in this iron mine. In conclusion, numerical analyses carried out in this study can provide guidance to decision-makers in balancing the iron ore mining and mine dewatering in the future.     

建筑垃圾填埋场沉降计算中模型参数灵敏度分析

建筑垃圾土的变形机理复杂,它不同于传统意义上的土体。通过大量的非线性有限元计算,找到了双屈服面模型中影响建筑垃圾填埋场沉降的主要参数,并给出了各参数与沉降之间的定性关系,为建筑垃圾填埋场沉降计算和参数灵敏度分析奠定了基础。     

Seasonal patterns of suspended sediment load and erosion-transport assessment in a Mediterranean basin

ABSTRACT

To assess seasonal patterns of suspended sediment load and its erosion–transport interactions, 17 years of river monitoring data from the Isser River Basin (northwest Algeria) were studied, considering continuous and event-scale approaches. The results show significant differences in sediment yield and transport processes between dry and wet periods. A rate of 8 t ha^?1 year^?1 was estimated from continuous analysis, with values of 4.3 and 13 t ha^?1 year^?1 for wet and dry periods, respectively. Estimates of soil delivery ratio pointed to higher values during dry periods and the dominance of hillslope erosion processes. At the event scale, the hysteresis loops confirmed these seasonal patterns in transport dynamics. The calibration of the MUSLE model highlighted the severity of rainfall during the dry period. These results emphasize the importance of seasonality in erosion and transport processes with special relevance in terms of climate change predictions.     

元素测井产额计算及影响因素分析

元素测井是非常规储层测井评价的主要测井方法之一.元素测井是以元素测量为基础,从矿物成分的角度提供地层信息,有效地将测井资料与地质信息结合起来.元素产额获取会受地层矿物和井眼环境的影响.为了提高元素产额计算的准确性,有必要对影响元素产额计算的因素进行分析.本文利用蒙特卡罗方法分析加权最小二乘逆矩阵法在地层矿物相对复杂的情况下求取元素产额时,地层减速作用、地层俘获作用、地层密度与井眼尺寸对元素产额计算精度的影响.研究结果表明,地层密度对元素产额计算的精度影响较大,地层密度越低,地层元素之间的相互影响越大,使得元素产额计算的误差变大,而元素产额计算受地层减速作用与地层俘获作用的影响较小,仅在地层减速能力较弱或地层俘获作用较强时对元素产额计算有一定影响,井眼尺寸对元素产额计算的精度影响取决于井内介质.     

Prediction of tension crack location and riverbank erosion hazards along destabilized channels

Riverbank erosion, associated sedimentation and land loss hazards are a land management problem of global significance and many attempts to predict the onset of riverbank instability have been made. Recently, Osman and Thorne (1988) have presented a Culmann-type analysis of the stability of steep, cohesive riverbanks; this has the potential to be a considerable improvement over previous bank stability theories, which do not account for bank geometry changes due to toe scour and lateral erosion. However, in this paper it is shown that the existing Osman-Thorne model does not properly incorporate the influence of tension cracking on bank stability since the location of the tension crack on the floodplain is indirectly determined via calculation or arbitrary specification of the tension crack depth. Furthermore, accurate determination of tension crack location is essential to the calculation of the geometry of riverbank failure blocks and hence prediction of land loss and bank sediment yield associated with riverbank instability and channel widening. In this paper, a rational, physically based method to predict the location of tension cracks on the floodplain behind the eroding bank face is presented and tested. A case study is used to illustrate the computational procedure required to apply the model. Improved estimates of failure block geometry using the new method may potentially be applied to improve predictions of bank retreat and floodplain land loss along river channels destabilized as a result of environmental change.     

Within-storm variations in runoff and sediment export from a rapidly eroding coal-refuse deposit

Measurements of rainfall, runoff and sediment export from a barren deposit of coal mine refuse in south-western Indiana were collected during three storms in the summer and autumn of 1990. Interfluve sheetwash, sediment mass flux, sediment concentration and, to a lesser extent, trunk gully discharge all responded quickly to changes in rainfall intensity. Grain-size distributions varied considerably during storms, containing exclusively fine-grained sediment at low sediment discharges but very large quantities of coarse (> 2mm) sediment at peak sediment discharges. Although data from a fairly long, multipulsed storm indicate that sediment production is limited by supply, the imbricated layer of flat chips that exists at the surface of the deposit is apparently mobilized during most high-intensity pulses of rainfall, thereby producing large volumes of coarse sediment during summer thunderstorms.     

SPECIFIC DEGRADATION OF WATERSHEDS

An extensive database of reservoir sedimentation surveys throughout continental United States is compiled and analyzed to determine specific degradation SD relationships as function of mean annual rainfall R, drainage area A, and watershed slope S. The database contains 1463 field measurements and specific degradation relationships are defined as function of A, R and S. Weak trends and significant variability in the data are noticeable. Specific degradation measurements are log normally distributed with respect to R, A, and S and 95% confidence intervals are determined accordingly. The accuracy of the predictions does not significantly increase as more independent variables are added to the regression analyses.