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241.
库车盆地的早白垩世地层为一套干旱气候条件下的红层沉积,包括洪积扇砾岩、间歇性河流砂砾岩、风成细砂岩和粉砂岩、沙漠湖相紫红色泥岩等类型的沉积,组成一个较为典型的沙漠沉积体系。在库车河剖面,下白垩统红层中发育一些厚层至块状的“高能细砂岩和高能粉砂岩”,多为岩屑长石石英砂岩和长石岩屑石英砂岩。它们以良好的分选性和较高的结构成熟度、较细的粒度、较低的成分成熟度和大型交错层理的发育为特征,显示出较为明显的风成沉积特点。  相似文献   
242.
杨百银 《水文》2004,24(1):22-27
梯级水电站设计洪水方法一直是梯级水电站水文设计的难点.几十年来在黄河上游梯级电站设计中已总结出一套比较完整的设计洪水及施工洪水计算方法。通过黄河公伯峡水电站施工洪水优化设计过程,论述了该套方法.并就目前存在的一些观点及疑问给予了较为明确的回答。  相似文献   
243.
In order to understand the structure of fish assemblages in the modified Lima basin (Northern Portugal), two distinct datasets concerning the presence and abundance of fish species were subjected to multivariate analysis. On the River Lima two types of flow modification are present within kilometres of one another: (a) a reduced and constant flow due to hypolimnetic release; and (b) an intense and irregular flow. A comparison of their influence on fish assemblages revealed a gradient of assemblage types from tributaries to main river sites. The latter were characterised by a strong dominance of cyprinids, particularly Iberian barbel (Barbus bocagei). The former harboured two kinds of fish assemblages: those closer to the river mouth were dominated by the cyprinids Iberian chub (Squalius carolitertii) and Iberian nase (Chondrostoma polylepis), which were also frequently present in the main river; while in those further upstream the predominant species was the brown trout (Salmo trutta). Although explanatory variables such as distance from source, altitude, substrate coarseness and width were the primary correlates of fish assemblage composition, dam construction and flow regulation also had a significant effect upon assemblage structure, particularly by: i) reducing the importance of migratory species; ii) constraining the presence of trout in the regulated segments; and iii) simplifying the community, especially in the case of the constant and reduced flow regime.  相似文献   
244.
Pore water pressures (positive and negative) were monitored for four years (1996–1999) using a series of tensiometer‐piezometers at increasing depths in a riverbank of the Sieve River, Tuscany (central Italy), with the overall objective of investigating pore pressure changes in response to ?ow events and their effects on bank stability. The saturated/unsaturated ?ow was modelled using a ?nite element seepage analysis, for the main ?ow events occurring during the four‐year monitoring period. Modelling results were validated by comparing measured with computed pore water pressure values for a series of representative events. Riverbank stability analysis was conducted by applying the limit equilibrium method (Morgenstern‐Price), using pore water pressure distributions obtained by the seepage analysis. The simulation of the 14 December 1996 event, during which a bank failure occurred, is reported in detail to illustrate the relations between the water table and river stage during the various phases of the hydrograph and their effects on bank stability. The simulation, according to monitored data, shows that the failure occurred three hours after the peak stage, during the inversion of ?ow (from the bank towards the river). A relatively limited development of positive pore pressures, reducing the effective stress and annulling the shear strength term due to the matric suction, and the sudden loss of the con?ning pressure of the river during the initial drawdown were responsible for triggering the mass failure. Results deriving from the seepage and stability analysis of nine selected ?ow events were then used to investigate the role of the ?ow event characteristics (in terms of peak stages and hydrograph characteristics) and of changes in bank geometry. Besides the peak river stage, which mainly controls the occurrence of conditions of instability, an important role is played by the hydrograph characteristics, in particular by the presence of one or more minor peaks in the river stage preceding the main one. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   
245.
By shallow seismic prospecting, the Cenozoic Group in the sea area near the Yangtze Rver Mouth can be divided into five seismic sequences. They correspond to the Quaternary,Pliocene, Upper Miocene, Lower Miocene and Eocene respectively. The Quaternary System covers all the detecting area. The Tertiary System overlaps and thins out from NE to SW. The sedimentary basement mainly consists of volcanic rock (J3) and acidic rock (r35). Paleogene or Late Cretaceous basins are not found there. The faults that have been detected are all normal faults. They can be divided into three groups (NE, NW, near EW) by their trend. The NE and NW-trending faults are predominant, and agree with aeromagnetic anomaly. Their length and displacement are larger than that of the EW-trending faults. The activity of the NEtrending faults is different in different segments. The SW segment is a Quaternary fault, the middle segment is a Neogene fault, The NE is Paleogene. But the segment of the NW-trending fault is not obvious. The average vertical displacement rate is about 0.015mm/a.  相似文献   
246.
1885~2000年长江中下游梅雨特征量的统计分析   总被引:22,自引:3,他引:22       下载免费PDF全文
该文分析了1885~2000年长江中下游梅雨特征量的基本统计特征及其相互关系,在此基础上研究了梅雨较长时间尺度的变化特征。结果发现:①梅雨量的大小与梅雨期的长短和出梅日期的早晚为显著的正相关;②梅雨的主要周期为3 a、6 a和8 a,它们分别与低纬100 hPa高度场、热带系统以及全球陆地温度的变化有关;③控制入梅、出梅和梅雨期6 a左右周期的气候因素是相同的,而3 a左右的周期可能受到不同气候因素的影响;④长江中下游梅雨在近116年期间,经历了6个不同的气候阶段。  相似文献   
247.
2003年淮河流域大洪水的雨情、水情特征分析   总被引:17,自引:3,他引:17       下载免费PDF全文
利用地面加密资料,分析了2003年淮河流域6~7月降水的时空分布和气候统计特征以及降水雨情、水情特征,并与历史同期进行了比较。结果表明:2003年淮河流域梅雨期经历了7次强降水过程,降水总量和洪水流量都超过1991年同期,但低于1954年梅雨期;2003年淮河流域降水的突出特点是:雨带稳定、暴雨集中和突发性强;水情特点是:洪峰逐次递减;造成淮河流域全线超警戒水位的重要原因是:2003年春季降水偏多、7月份副热带高压位置偏南以及淮河中游下段河床剖面倒比降。  相似文献   
248.
天山北麓玛纳斯河流域山问洼地位于低山丘陵区山前坳陷带的南部,该区褶皱、断裂、近NS向次级张性断裂与平移构造以及山间洼地的第四系沉积物发育.山区地表水流经该段入渗,加之南部中山区的侧向补给形成山间洼地地下水库.正确认识玛纳斯河流域山间洼地地下水库的形成机理并对其进行合理的开发利用,对解决玛纳斯河流域季节性缺水及枯水年缺水有重要意义.笔应用构造及地表水由山区水站至山口渠首站实测流量损失的研究成果,揭示了玛纳斯河流域山间洼地地下水库的形成及调蓄作用,并概算了补给量,为今后开发利用山间洼地地下水库水资源提供了依据.  相似文献   
249.
黄河水下三角洲沉积物强度变化原位测试研究   总被引:14,自引:8,他引:14  
研究区位于1964~1976年黄河由刁口入海时形成的水下三角洲叶瓣上。1995年为石油开采在潮坪上构筑的交通设施对波浪形成良好的屏障。在屏障两侧各选一典型研究区,于1999年和2002年进行了大量对比性现场原位土工测试,探讨了波浪对黄河口沉积物的次生改造作用,结果表明:(1)较强的波浪荷载作用,不会提高海底沉积物的表层强度,只是导致不均匀程度随水动力作用的时间增长有所加大:(2)较强的波浪荷载作用,使得海底表层沉积物之下一定深度范围内土体强度提高,形成强度硬层:(3)海底沉积物强度沿着剖面线在平面上呈现周期性或间隔性变化。  相似文献   
250.
针对吉林市铁合金厂排污口下游江水的污染情况,设计研究江段,分段、分层取样。通过野外与室内实验,分析研宄了江水污染物的主要成分,并对NH4^ 的纵向、横向、垂向上的分布特征及其影响因素进行了详细研究。结果表明,垂直方向污染物扩散可以瞬时完成,在极短的时间内基本能达到完全混合;在横向和纵向上,岸边排放污染物一般只在近岸扩散,污染范围一般也只在靠近排污口一带;随着离排污口距离增大,污染物浓度降低,横向变化率较纵向大。本研究为排污口的污染物控制与治理、水资源保护提供了科学依据。  相似文献   
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