一种采用SRTM DEM重构河床数字地形的方法

数字高程模型（DEM）包含的信息常作为重要的水文水动力研究基础数据,但是由于公共源DEM数据精度不能完整表达河床地形,所以无法应用于河流泛洪分析等研究工作。因此,本研究开展了基于DEM数据构建数字河床的工作,首先对提取的纵向河网高程数据引入了强局部加权回归算法进行平滑处理以消除畸点;然后以河面要素文件为掩膜,采用反距离加权方法进行横向的空间插值得到3D数字化河面;最后结合河面高程与河深数据完成河床的整体构建。本研究以SRTM DEM为数据地形基础,以位于我国吉林省永吉县境内的温德河为研究实例,对其下游局部区域内的河段重构了矩形、梯形和V型 3种河床断面数字地形。为评价重构数据的合理性,分别对所得到的数字河面进行等值线分析;对河床构建前后DEM水文分析提取的河网进行河道偏移量计算;对构建的地形数据进行河流水动力模拟应用分析,结果表明：① 应用反距离加权插值可以很好地实现河网高程向河面高程的横向延展;② 基于河床重构DEM数据的水文分析误差得到了很好地消除;③ 本研究的重构数据在河流分析中具有较好地应用性和可靠性。     

Analysis of longitudinal profiles along the eastern margin of the Qinghai-Tibetan Plateau

Resulting from the collision of the Eurasian and Indian plates, the Qinghai-Tibetan Plateau is commonly known as the ’roof of the world’. Collectively the Yarlung Tsangpo, Nu, Lancang, Yangtze, Yalong, and Yellow River basins drain the eastern margin of the plateau. In this paper, we utilize Shuttle Radar Topography Mission elevation data to examine morphometric and relief attributes of these basins to reveal insights into tectonic activity and rates of incision. A robust technique using Matlab is proposed to alleviate errors associated with SRTM data in the derivation of river longitudinal profiles. Convex longitudinal profiles are interpreted to be a product of uplift rates that exceed rates of channel incision along the entire margin of the Qinghai-Tibetan Plateau. Highest relief towards the south reflects extensive fluvial incision. High relief is also prominent along major active faults. Erosion patterns are related to distance from knickpoints. Highest rates of erosion and incision are evident towards the south, with decreasing values towards the north, suggesting a link between tectonic activity and erosion.     

基于垂直剖面函数的天顶对流层延迟插值算法

通过分析由ERA-Interim气象再分析资料积分方法得到的天顶对流层总延迟随高程变化的规律,提出一种基于垂直剖面函数的天顶对流层延迟(ZTD)插值算法。该算法以ZTD的垂直分布规律为基础,通过垂直剖面函数实现ZTD在高程方向上的精准投影延拓,可以避免因高差较大造成的空间内插结构畸形。采用IGS站提供的高精度对流层产品进行实验验证表明,该算法相对于传统算法能够有效提高ZTD改正值的精度,尤其在高差超过1 km的情况下,相对于反距离加权法精度提升了96%,相对于空间回归法精度提升了79%。     

基于累积偏移算法的线路矢量数据实时压缩

针对线路矢量数据实时采集和同步压缩应用需求,本文提出具有高压缩率、低失真度特点的累积偏移实时压缩算法（CORC Algorithm）。算法突出对弯曲极值点和距离偏移的感知,创新性地提出累积变向点和累积变向拐点的弯曲极值点探测方法,提出距离累积偏移临界点的线路偏移快速判断方法,从而有效提高算法对方向连续偏移的敏感度和对摇摆偏移的高压缩率,提高线路矢量数据实时压缩的高保真性。累积偏移实时压缩算法在高限差阈值情况下仍能有效发现各类弯曲极值点和距离累积偏移临界点,在O（N）时间复杂性和O（1）空间复杂性下取得高压缩率、低失真度的理想压缩效果,实现了线路采集的零延时同步压缩。应用定时、定距两种采集策略生成的线路矢量数据集,与垂距法（VD Algorithm）、分段道格拉斯-普克法（Subsection DP Algorithm）进行实时压缩性能实验对比,结果表明,累积偏移法作为实时压缩方法,与上述两种主流实时压缩算法相比,在压缩实时性、压缩率失真度平衡、限差阈值可控性3方面都具有明显的优越性。在同等压缩率情况下,累积偏移压缩算法失真度普遍降低达10%,且压缩率与失真度的平衡性受限差阈值取值和线路轨迹特征影响最小,可实现线路的定位采集、实时压缩、同步网络上传,在交通、旅游、探险搜救等领域的实时定位监控中具有广阔的应用前景。     

一种实用的河流理想均衡剖面线算法与应用

以河流理想均衡剖面线为研究对象,深入探讨了地表水流对河床的塑造作用规律和河流均衡剖面线的形成机理,推导出均衡剖面线理论计算公式,并以黄河为例,结合我国自西向东三级地形结构,计算了三条均衡剖面线,L1为黄河全长均衡剖面线,L2和L3分别以托克托和松多为局部基准面计算的局部均衡剖面线,为黄河河床的演变规律研究和演化过程的计算机模拟提供了数学依据,同时对河流发育研究及侵蚀、搬运能力的探讨均有一定的理论意义。     

Application of numerical model in evaluating the effects of a planned reservoir on reach-scale bankfull discharge of the lower Wei River

Predicting the responses of an alluvial channel to changes in flow and sediment supply is essential for engineering design. Many methods have been developed in the last few decades to describe sectional bankfull characteristics (elevation and discharge); however, studies on long-term reach-scale bankfull discharge are still limited. In this study, a hydraulic model is built to calculate the reach-scale bankfull discharge, and the effects of reservoir building on downstream bankfull discharges are discussed. The studied river reach is located at the lower Wei River (WR), where the planned Dongzhuang Reservoir would be built on its largest tributary, the Jing River. A quasi-two-dimensional numerical model coupled with a bankfull discharge estimating method is put forward to calculate the reach-scale bankfull discharge. The soundness of the model is verified. Results show that the temporal variation of reach-scale bankfull discharge of the lower reach of the WR would be highly influenced by the planned reservoir, especially during the first 20 years of operation. The effect of the planned reservoir on bankfull discharge may reach its maximum when the total trapped sediment load reaches approximately 75% of the reservoir capacity. Our results show that after the first 17 years of operation, the effect of the planned reservoir on bankfull discharge of the river reach may decrease gradually. The soundness and predictive capability of the coupled model have also been calibrated by comparing with existing reservoirs. All analyses indicate that the numerical model can be used to predict the changed reach-scale bankfull discharge of the lower WR.     

MECHANISM AND EFFECT OF CHANNEL EVOLUTION AT ESTUARY OF WEIHE RIVER TO HUANGHE RIVER

1INTRODUCTION Physiognomycharacteristicofawatershedisasymbolof ground erosion and incision, and it has been one of the most important factors influencing soil erosion and sedi- ment in the drainage area. Therefore physiognomy char- acteristic of the watershed and its influences on hydro- logical bed load have been one important focus in the watershed research both domestic and abroad (SCHUMM, 1977; QIAN et al., 1987) since the classical study by Horton in 1942 (HORTON, 1954). In rec…     

Geostrophic and frictional adjustment of the effluent flow of the Huanghe River

The numerical study of the geostrophic and frictional adjustment of the effluent flow of the Huanghe River is reported in this paper. The depth profiles of the cross sections near the estuary were obtained from data compiled by the Committee on the Conservancy of the Huanghe River. It was found that the depth profile fitted a logarithmic curve very well. The governing equation of the geostrophic and frictional adjustment was obtained from the quasigeostrophic potential vorticity equation with friction and topography terms. The governing equation was solved numerically by Liebmann’s iterative method by applying appropriate boundary conditions. The calculated flow pattern agreed with the observations.     

Evolvement characteristics of population and economic gravity centers in tarim river basin, uygur autonomous region of xinjiang, China

Using the data at the county levcl and the regional gravity center model, we calculated six key socio-economic gravity centers, namely population, GDP, output values of primary, secondary and tertiary industries, and arable land area in the Tarim River Basin for each year from 1980 to 2009. We inspected the spatial dynamics of these centers and found that the gravity centers of population and economy evolved simultaneously. The disproportional growth between the population and the economy is also analyzed. The results show that： 1） The gravity centers of the GDR the output values of the main three industries and arable land area show migration trending from southwest to northeast, while the population gravity center shows an excessive growth in the southwest during the same time period. The migration amplitude of the GDP and output values of primary industry, secondary industry, tertiary industry are measurably higher than that of the population. 2） The population gravity center has a negative correlation with the gravity centers of secondary and tertiary industries output values in both longitudinal and latitudinal directions, and a positive correlation with that of primary industry output value in the longitudinal direction. Based on the analysis of correlation coefficient and offset distance, the imbalance between the population and the economy has increased since the 1980s, with regional economic differences now exceeding the international cordon.     

渭河盆地的水系与现代构造运动

通过卫星象片解释、实地调查测量和查阅历史文献,本文较全面地研究了渭河盆地的水系及其所反映的现代构造运动特征。水系平面组合形态、渭河河型、水系转折及冲沟错位、河流密度、渭河河床的迁移、历史水涝灾害都一致地反映本区现代构造运动继承了第四纪以来的特点。水系历史演变又表明现代构造运动具有周期性。据水系错位和河流流向的统计分析确定本区现代构造应力场主压应力方向为N50°～60°E。本文最后还讨论了根据水系研究现代构造运动的意义以及应注意的问题。     

面向多分辨率DEM的河网相似性测度与分析

河网是地形结构的核心要素,能够有效地反映DEM对地表形态的刻画能力。实现不同分辨率条件下DEM河网相似性测度对DEM地形综合、DEM质量评估及DEM不确定性分析等研究具有重要意义。基于此,本文以黄土高原典型样区为研究区,基于5 m高精度DEM建立的多分辨率DEM数据集,构建了地形特征自适应的DEM河网自动提取方法,建立了综合拓扑关系、方位关系、距离关系及属性特征四维信息的河网相似性度量模型,并分析了河网相似性变化特征及其与地形参数的相关性。实验结果显示,河网自动提取方法的制图精度和用户精度均在90%以上,总体精度优于Passalacqua等提出的GeoNet方法,能够有效实现不同分辨率下河网较高精度提取;河网相似性度能综合反映河网空间分布特征的差异性,河网相似度与分辨率变化率之间的幂函数关系R²达0.978,且河网相似度与高程、坡度中误差分别表现为幂函数和对数函数关系,后者对数关系显著性优于前者幂函数关系。研究表明,在以河网作为DEM构建重要数据源的背景下,本文的研究成果可为DEM质量及其应用适宜性的定量评价提供基础。     

2015年尼泊尔Mw7.9地震震前断层闭锁与同震位移特征分析

对尼泊尔震前的GPS水平速度场进行融合处理,获得跨喜马拉雅中东段沿N15°E方向的GPS水平速度场剖面。采用弹性半空间矩形位错模拟反演,结果表明,尼泊尔地震前喜马拉雅主前缘断裂带存在浅部闭锁,深部无震蠕滑,闭锁深度为22.5km,蠕滑段滑动速率为19.0mm/a,断层倾角为10°。GPS观测的同震形变场揭示了尼泊尔地震引起的地壳形变特征,最大同震位移位于尼泊尔境内的KKN4,该站向南移动1.89m;地震还在我国藏南地区造成最大0.54m的永久形变。距离震中400km以外GPS观测到的同震形变微弱,在误差范围之内。依据GPS同震水平位移在N15°E方向的位移剖面,采用矩形位错模型简单模拟了尼泊尔地震的同震破裂。结果显示,GPS同震位移剖面可以用喜马拉雅冲断带前缘主断裂(MFT)以北的基底低角度逆断层引起的弹性位错模拟,浅部的主前缘逆冲断裂、主边界逆冲断裂和主中央逆冲断裂等分支并没有破裂。     

蒙古中部剖面重力异常研究

在蒙古中部106°E附近布设一条南北走向的重力剖面,首次获得该地区精确的实测重力值,经过数据预处理和改正计算,得到剖面重力异常结果。分析表明,剖面自由空气异常和地形有很强的相关性|剖面布格重力异常变化总体较为平缓,只在戈壁-阿尔泰-曼达尔戈壁加里东区带(GAB)和哈拉加里东区带（HRB）附近发生相对较快的变化,推测这两个区域可能存在较明显的深部构造变化|在蒙古-鄂霍兹克造山带附近,并未发现与板块缝合带相对应的重力异常变化|剖面均衡重力异常以负值为主,多数地区地壳未达到重力均衡状态,剖面附近地震活动和均衡重力异常之间的关系与中国南北地震带北段相关研究结果类似。     

Deposition pattern of stony and muddy debris flow at the confluence area

Debris flow fan affects the river profile and landscape evolution.The propagation of multiple debris flows along a river can cause inundation and breaching risk,which can be exemplified by the Min River after the Wenchuan earthquake,Sichuan province,China.In this work,large flume tests were conducted to examine the interactions between debris flows and water current with the fan geometry,momentum,runout distance,deposited width,the relative water level upstream and dominated stress.The results reveal that stony flow commonly travels at a high speed and forms a long rectangle shape fan,while the muddy flow generally travels at a low speed and forms a fan-shaped depositional area.The stony flow can block a river even when the momentum is close to the water current;the muddy flow can block a river when the momentum is lower than that of water current.In case of complete river damming,the relative water level upstream indicates that the inundation risk from the muddy flow damming river would be higher than the inundation risk of stony flow.The diversion ratio of muddy flow decreases as damming ratio.Comparison of dimensionless numbers reveals that stony flow is dominated by grain collision stress combined with turbulent mixing stress,while the muddy flow is dominated by viscous shear stress over friction stress.The fan geometry,damming ratio,diversion ratio,and the dominated stress all together indicate that stony flow strongly interacts with water current while the muddy flow does not.The results can be helpful for understanding the physical interactions between water current and various debris flows,and debris flow dynamics at the channel confluence area.     

三峡水库建成后对长江河床演变影响的预测与对策

本文重点讨论了长江三峡水利枢纽建成后,水动力条件大大改变,必然会引起水库上、中、下游河床发生一系列的变化。如注入水库的各条支流,由于河流基准面被大大抬高,都会形成河口拦门沙和水下三角洲。分析了因入库河流基准面抬高,自然会引起水库上游河床的摆动变形。以及水库蓄水后,由于波浪、水流对库岸的侵蚀塑造作用和水库运营调蓄时,会产生动水压力和静水压力的变化,以及风浪的侵蚀、掏蚀,必然会大大引起库岸变形;对水库库区附近淹没、侵没和渗漏的影响;水库建成后,水库运营清水下泄时,由于含沙量大大减少,水的动能加大,任何水库都会引起其下游河道冲刷及河床变形,河床会发生演变,所以,三峡水库的河床也会有一个新的调整周期。     

Numerical study on the influences of Nanliu River runoff and tides on water age in Lianzhou Bay

The concept of water age is applied to calculate the timescales of the transport processes of freshwater in Lianzhou Bay,using a model based on ECOMSED.In this study,water age is defined as the time that has elapsed since the water parcel enters the Nanliu River.The results show that the mean age at a specified position and the runoff of the Nanliu River are well correlated and can be approximately expressed by a natural logarithmic function.During the neap tide,it takes 70,60 and 40 days in the dry,normal and rainy seasons for water to travel from the mouth of the Nanliu River to the northeast of Lianzhou Bay,respectively,which is not beneficial to water exchange in the bay.Tides significantly influence the model results;it takes five less days for the tracer to be transported from the mouth of the Nanliu River to the north of Guantouling during the spring tide than during the neap tide.     

THE CHANGE OF THE GENERAL FORM AND THE TRANSPORT OF THE WATER， LOAD AND SALT ABOUT THE NORTH－BRANCH OF THE CHANGJIANG RIVER MOUTH

陈宝冲ＴＨＥＣＨＡＮＧＥＯＦＴＨＥＧＥＮＥＲＡＬＦＯＲＭＡＮＤＴＨＥＴＲＡＮＳＰＯＲＴＯＦＴＨＥＷＡＴＥＲ，ＬＯＡＤＡＮＤＳＡＬＴＡＢＯＵＴＴＨＥＮＯＲＴＨ－ＢＲＡＮＣＨＯＦＴＨＥＣＨＡＮＧＪＩＡＮＧＲＩＶＥＲＭＯＵＴＨ￥ＣｈｅｎＢａｏｃｈｏｎｇ（Ｎ...     

西藏一江两河地区人口分布与地形要素关系分析

地形条件是影响区域人口分布的最基本的因素之一,本文基于1 km×1 km人口空间分布公里网格数据定量分析一江两河地区人口分布基本特征及其与高程、坡度、坡向、地形起伏度等地形要素之间的关系,有助于揭示西藏高原人口分布现状的本质、理解人口空间分布结构特征,对于今后宜居地选址、改善农牧民人居环境、制定区域经济发展政策,促进区域内人口、资源与环境可持续发展具有重要意义。研究结果表明：① 一江两河地区90%的区域人口密度不足10人/km²,80%的人口分布在不足5%的土地上,人口分布比较集中。当前一江两河地区有2个主要的人口集中区,分别是拉萨市城关区和日喀则地区日喀则市,拉萨市城关区尤其显著。② 一江两河地区人口沿河分布,80.46%的人口居住在距离河流10 km以内区域,人口总数、人口密度与距河流距离呈明显的指数关系,距离河流2 km以内的区域人口密度高于50人/km²;③ 近99%的人口分布在海拔4500 m以下,当高程超过3800 m时,人口密度随海拔升高呈下降趋势;④ 近70%的人口分布在坡度小于15°的区域,而且随着坡度越大,人口密度越小,人口分布受坡向的影响不明显;⑤ 地形起伏度对人口分布的影响显著,近85%的人口分布在地形起伏度小于800 m的区域,人口密度与地形起伏度之间为倒指数关系。     

A new treatment of depression for drainage network extraction based on DEM

Depressions in landscapes function as buffers for water and sediment. A landscape with depressions has less runoff, less erosion and more sedimentation than that without depressions. Sinks in digital elevation models （DEMs） can be considered the real features that represent depressions in actual landscapes or spurious features that result from errors in DEM creation. In many hydrological and erosion models, all sinks are considered as spurious features and, as a result, these models do not deal with the sinks that represent real depressions. Consequently, the surface runoff and erosion are overestimated due to removing the depressions. Aiming at this problem, this paper presents a new method, which deal with the sinks that represent real depressions. The drainage network is extracted without changing the original DEM. The method includes four steps： detecting pits, detecting depressions, merging depressions, and extracting drainage network. Because the elevations of grid cells are not changed, the method can also avoid producing new fiat areas, which are always produced by the conventional filling methods. The proposed method was applied to the Xihanshui River basin, the upper reach of the Jialingjiang River basin, China, to automatically extract the drainage network based on DEM. The extracted drainage network agrees well with the reality and can be used for further hydrologic analysis and erosion estimation.     

Landslide data mosaicking based on an airborne laser point cloud and multi-beam sonar images

Landslides are one of the most disastrous geological hazards in southwestern China. Once a landslide becomes unstable, it threatens the lives and safety of local residents. However, empirical studies on landslides have predominantly focused on landslides that occur on land. To this end, we aim to investigate ashore and underwater landslide data synchronously. This study proposes an optimized mosaicking method for ashore and underwater landslide data. This method fuses an airborne laser point cloud with multi-beam depth sounder images.Owing to their relatively high efficiency and large coverage area, airborne laser measurement systems are suitable for emergency investigations of landslides.Based on the airborne laser point cloud, the traversal of the point with the lowest elevation value in the point set can be used to perform rapid extraction of the crude channel boundaries. Further meticulous extraction of the channel boundaries is then implemented using the probability mean value optimization method. In addition, synthesis of the integrated ashore and underwater landslide data angle is realized using the spatial guide line between the channel boundaries and the underwater multibeam sonar images. A landslide located on the right bank of the middle reaches of the Yalong River is selected as a case study to demonstrate that the proposed method has higher precision thantraditional methods. The experimental results show that the mosaicking method in this study can meet the basic needs of landslide modeling and provide a basis for qualitative and quantitative analysis and stability prediction of landslides.