推移质翻越低坝输移特性的试验研究

对于山区河流低坝而言，平时淤积在坝前的推移质粗沙可能会在洪水期集中翻越坝顶，形成高强度输沙。本文开展水槽试验，研究推移质粗沙自上游起动、推进、再翻越坝顶后向下游输移的过程，分析了输沙参数的变化特性及数理规律，描述了翻坝输沙模式及运动特征，揭示了输沙规律与河床形态之间的自然联系。取得如下认识：①输沙量随时间大致以幂函数规律增长。②低坝附近区域河床形态终将趋于稳定，上游和下游均形成相对稳定的曲面斜坡淤积体。③在不同的水流强度下推移质翻坝输移模式存在差异。对于一般水流强度工况，上游淤积体曲面斜坡表面泥沙颗粒以滚动或滑动模式起动，推移至接近坝顶位置时再跃移翻坝，后向下游输移；对于更高水流强度工况，后期的翻坝输沙模式可能发生显著转变，周期性边壁漩涡成为翻坝输沙的主要动力来源。     

Dynamics,sediment transport,and morphology in a tide-dominated embayment

Western Port, Victoria, Australia is a tide-dominated embayment with an unusual and complex shape. Bottom currents and circulation and their effects on sediment processes were examined using instrumented tripods to measure currents, tides and wave activity, and to estimate sediment transport at nine locations in the bay. Overall bottom water movement patterns were determined by use of seabed drifters. The characteristics of the bay reflect a small catchment and low freshwater and sediment input. A complex system of channels is flanked by extensive intertidal areas. Tidal range varies up to more than 3 m, generating bottom currents up to 70cm s^?1. Flow directions generally conform to channel alignments but major deviations are important. Net circulation in the bay is clockwise around the large central island. The ratio of tidal range to half-tidal period (ΔH/ΔT) when compared with measured currents gave a method of prediction of the annual frequency distribution of maximum bottom current velocities. Determination of threshold current velocities enabled prediction of annual frequency of bedload movement (generally 50–100 per cent of tide cycles). Bedload mass transport for all observed tide cycles was calculated, and estimates of annual mass transport capacity (between 10² and 10⁶ g cm^?1 a^?1( were obtained from a relationship between predicted tidal conditions and mass transport. Seabed drifters delineated the major bottom water movements in the bay and adjacent Bass Strait, and also detailed circulation patterns. This linked the data from the tripod stations, in particular patterns of ebb- and flood-dominance. A coherent picture of the processes operating in Western Port is presented by integrating these studies with corroborative studies of sediment distribution and morphology, hydrochemistry, and mathematical modelling. Some morphological characteristics related to tide-dominance are discussed.     

CATCHMENT-WIDE, SECTIONAL AND LOCAL ASPECTS IN SEDIMENT TRANSPORT MODELLING AND MONITORING

1.INTRODUCTIONOVerthelastdecadesmuchprogresshasbeenmadeconcerningsedimenttransPOrtmodellingandmonitoring.Thedifferelltiationincatchmeflt-tvide,sectionalandlocalaspectsreflectsthefactthatmanysedimenttransportandpredictionmodelsaredealingwithspecialpartsofriverSystems,mainlydifferinginscale.Overthepastyears,scaleissuesinhydrologyhaverapidlyincreasedinimportance(BLoSCHL,1996).Onalargescaletheapplicationoffractals,self-similarityanalysistolandscapeorganizationandoptimalchannelnetlvorks(O…     

古生物功能形态分形几何——以菊石缝合线为例

古生物功能形态与进化图谱具有分形特征，以菊石为例，应用分形几何学的观点对菊石缝合线的形态进行了定量描述，菊石缝合线具有分形结构，可以计算出分形维数，菊石缝合线在进化过程中其复杂性加剧，分形维数也相应加大，反映古生物为了对外部环境主动适应、扩大生存空间而改变自身功能的形态，揭示出生物系统表观的无序性和内在的规律性，以及古生物体内部各层次之间相互关系，古生物形态结构的分形给维数可作为定量研究古生物分类     

The structure of urban space, movement and co-presence: The case of Atlanta

Urban areas in Atlanta are analyzed using a computer based technique known as ‘space syntax’ to reveal an underlying systematic and consistent relationship between pedestrian or vehicular movement and spatial configuration. This provides a framework for discussing how far different urban morphologies are characterized by similar regular patterns; how design choices can affect the social use of space; and how methodological and theoretical issues, such as the study of the effects of scale, can be formulated with greater clarity.     

河流形态特征的分维计算方法

本文运用分形的基本定义及河系定律探讨了河长和河网结构的分维。海河水系河长的分维在１．０１－１．１４之间，河网的分维在１．５０－１．６９之间。     

Psammophily in Namib Desert spiders

A community of psammophilous spiders was studied in the central Namib Desert. Of 20 species, 85% were cursorial. Complex setae, claws or keels facilitate digging, sweeping, carrying, and swimming in or walking on sand, while long spigots enable spiders to bind sand with silk when burrowing down to depths with amenable microclimate (10–120 cm). Sand is excavated either by sweeping it up an incline or carrying it vertically up. Other characteristics of dune spiders were large size, polyphagy, low metabolism, longevity, brood care and seasonal foraging and breeding patterns. The large, dominant heteropodid,Leucorchestris, may determine many characteristics of the Namib arthropod community.     

Analysis of induced seismicity for stress field determination and pore pressure mapping

The focal mechanisms of some one hundred microseismic events induced by various water injections have been determined. Within the same depth interval, numerous stress measurements have been conducted with the HTPF method. When inverted simultaneously, the HTPF data and the focal plane solutions help determine the complete stress field in a fairly large volume of rock (about 15×10⁶ m³). These results demonstrate that hydraulically conductive fault zones are associated with local stress heterogeneities. Some of these stress heterogeneities correspond to local stress concentrations with principal stress magnitudes much larger than those of the regional stress field. They preclude the determination of the regional stress field from the sole inversion of focal mechanisms. In addition to determining the regional stress field, the integrated inversion of focal mechanisms and HTPF data help identify the fault plane for each for each of the focal mechanisms. These slip motions have been demonstrated to be consistent with Terzaghi's effective stress principle and a Coulomb friction law with a friction coefficient ranging from 0.65 to 0.9. This has been used for mapping the pore pressure in the rock mass. This mapping shows that induced seismicity does not outline zones of high flow rate but only zones of high pore pressure. For one fault zone where no significant flow has been observed, the local pore pressure has been found to be larger than the regional minimum principal stress but no hydraulic fracturing has been detected there.