天然感潮河道水流紊动特性分析

采用多谱勒三相流速仪，在长江口徐六泾水文观测断面分别进行了涨潮、落潮时中泓与近岸垂线的流速观测，根据这些观测资料，对天然感潮河段潮流紊动的周期、频率、概率密度函数等进行了定量的数学描述，并对时均流速、紊动强度、雷诺应力等沿垂线分布进行了分析计算。     

Sediment records as archives of the Late Pleistocene-Holocene hydrological change in the alluvial Narmada River basin, western India

The rivers of western India are monsoon dominated and have been so throughout the late Quaternary. Sediment accumulation in these river basins has been controlled by climatic and tectonic changes over a time span from the Late Pleistocene to the recent. The lithofacies assemblages associated with the various sediment archives in the Narmada basin range from the boulders of the alluvial fans to overbank fines on the alluvial plains. Estimates, based on clast size, of stream power and competence, bed shear stress and discharge reveal that hydrological conditions during the Late Pleistocene (∼90 ka) were comparable to the present day. The size of the transported clasts and the thickness of the accumulated sediment indicate the influence of basin subsidence rather than an increase in discharge. Discharge estimates based on sedimentary structures preserved in the alluvial-plain facies suggest that the channel had a persistent flow, with a low width-depth ratio and large meander wavelength. The hydrological changes during the Holocene are more pronounced where the early Holocene is marked by a high-intensity hydrological regime that induced erosion and incision of the earlier sediments. The mid-Holocene stream channel was less sinuous and had a higher width-depth ratio and a higher meander amplitude in comparison with the present-day channel. Palaeo-fluvial reconstructions based on the sediment archives in the alluvial reach of the river basin are important tools in understanding the long-term hydrological changes and the intricate fluvial architecture preserved in the Narmada River basin ensures scope for detailed studies to identify phases of weak and enhanced hydrological regimes.     

末次盛冰期长江南京段古河槽特征

根据南京长江大桥、三桥、四桥的地质钻孔资料,绘制南京段长江古河槽地质剖面示意图,对拟建南京长江四桥附近的4个钻孔进行了采样分析,从钻孔沉积物样品的14C年代及阶地形成时间可以判断,南京段约-60~-90 m的深槽为末次盛冰期时的长江河槽,钻孔揭示,南京段长江古河槽狭窄陡峭,呈V型,在南京长江大桥附近形成局部深切。     

1823 年(清道光三年)我国特大水灾及影响

该文对道光三年（1823年）长江下游与华北的严重洪水概况及其对社会经济的影响作了初步探讨,并对这次洪水发生的原因及灾害形成的机制也作了分析,认为了解这次洪水及其产生的影响对于我国减灾战略的制订有重要参考价值。     

Variation in reach‐scale thalweg‐migration intensity in a braided reach of the lower Yellow River in 1986–2015

Thalweg migration of an alluvial river plays a key role in channel evolution, which may influence the effect of existing river training works and biodiversity on floodplains, and cause losses in riparian land and property. The braided reach of the Lower Yellow River underwent continuous channel aggradation during the period from 1986 to 1999, and then remarkable channel degradation in 1999–2015 owing to the state of operation of the Xiaolangdi Reservoir in 1999. Here we quantify associated thalweg migration changes and identify the key influencing factor in the braided reach. Thalweg‐migration distances and intensities at section‐ and reach‐scales were calculated during the past 30 years from 1986 to 2015, in order to investigate the characteristics of thalweg migration in the reach. There was a 47% reduction in the reach‐scale thalweg‐migration distance and a 35% reduction in the corresponding migration intensity after the reservoir operation. It is also revealed that fluvial erosion intensity is a dominant factor in controlling the thalweg migration, based on the investigation into various influencing factors in the study reach. The thalweg‐migration intensity of the braided reach can be expressed as a power function of the previous four‐year average fluvial erosion intensity. The calculated thalweg‐migration intensities in 1986–2015 using the proposed relation generally agree with the observed data. Copyright © 2017 John Wiley & Sons, Ltd.     

黄河中游小北干流段持续淤积期的主槽摆动特点

黄河中游小北干流河段为典型的游荡型河段,主槽经常发生摆动,揭示主槽摆动特点对研究该河段的河床演变规律具有重要意义.以1986-2001年小北干流段汛后卫星遥感资料与实测29个淤积大断面地形资料为基础,计算了断面及河段尺度的主槽摆动宽度与强度,定量分析了持续淤积期小北干流段的主槽摆动特点及其主要影响因素.计算结果表明:主...     

松花江白山河段冰情数值计算及分析

根据水动力学、河流动力学、热力学、河冰水力学及固体力学等原理,针对松花江上游白山河段具体特征,建立了河冰数学模型,并应用有限差分计算方法,对白山河段冬季冰情演变进行了精确模拟。应用该河段1958-1973年共15年完整的地形、气象、水文、热力、冰情等原型观测资料,分别进行了模型参数率定及冰情数值模拟。研究结果表明:白山河段的封冻首先开始于白山坝址下游4 km的大崴子河段,然后封冻边缘逐渐上溯,最终到达松14断面;计算的白山河段冰花堆积体外形与河床纵剖面呈相似趋势;各种水力及冰情要素的数值计算结果和实测值吻合较好,所建立的数值模型能较好地模拟该河道的冰情。研究结果对东北地区河流冬季冰情研究及冰害防治具有一定的借鉴意义。     

论感潮河段航运工程水文标准分界与衔接

针对中国河流与海岸交界处感潮河段航运工程水文标准存在的问题,特别是设计水位的确定及其衔接和水流、泥沙分析方法的差异,进行区段划分和标准衔接关系的研究.通过阐述感潮河段区段及基本特征,分析了各类航运工程的水文指标,提出以"月平均潮位年变幅多年平均值" 和"多年平均潮差"两特征值的比值作为感潮河段不同区段划分的依据指标,并通过实例计算,论证了航运工程水文标准分界及其衔接关系.结果表明,该指标反映了感潮河段不同区段水文条件受径流和潮汐的影响程度,依据其不同取值,可对航运工程水文标准予以分界,形成较好的衔接.     

黄河中游砒砂岩地区长川流域土地利用变化分析

根据1976年的Landsat-MSS影像数据以及1987年和2000年的Landsat-TM影像数据,应用遥感和地理信息系统手段以及转移矩阵和景观空间格局指数分析方法,对地处黄河中游砒砂岩地区的内蒙古准格尔旗长川流域土地利用及其变化进行研究。结果表明：1)研究区内分布最多的土地利用类型是灌木林地、草地和难利用地,该三个土地利用类型的面积占研究区域总面积75％;2)从1976～2000年期间,虽然乔木和灌木林地的面积明显增加,但同时也存在林地和草地向难利用土地、沙地和农地的转变过程。与此同时水域亦明显减少;3)水土保持生物措施的实施、农田开垦和降雨量偏少可能是导致研究区土地利用变化的主要原因。     

黄河小北干流汛期和非汛期冲淤过程模拟

滞后性是河流系统自动调整的重要特征之一。根据河道演变的滞后响应机制,在考虑上游来水来沙和下游侵蚀基准面（潼关高程）共同影响的基础上,建立了能够模拟河道汛期和非汛期冲淤过程的滞后响应模型,并采用黄河小北干流1960-2015年的冲淤资料进行参数率定（1960-2001年）和模型验证（2002-2015年）。结果表明该模型能较好地模拟小北干流汛期和非汛期的冲淤过程。汛期和非汛期累计冲淤量的模拟效果优于单个冲淤量;累计冲淤量和单个冲淤量的模拟效果汛期要优于非汛期。三门峡水库修建后,1960-2015年间小北干流汛期和非汛期的冲淤过程表现出时段差异。根据建立的滞后响应模型,本文分析了来水来沙和潼关高程对小北干流汛期和非汛期各个特征时段冲淤的贡献率,汛期和非汛期的第一时段（1960-1970年,1960-1968年）主要受到潼关高程的影响,但是后续时段主要受到来水来沙的影响。