共查询到20条相似文献，搜索用时 46 毫秒
1.
黄河下游河槽横断面调整规律及治理方式探讨 总被引：7，自引：0，他引：7
通过对影响河槽挟沙能力诸因素的分析,作者认为目前黄河下游只有河槽形态是一个人为可调节的控制河道淤积的要素。分析黄河下游河道横剖面形态的特征及其调整规律,考虑来沙组成变化、河槽综合阻力变化,计算得到黄河下游典型断面的实际挟沙能力及平均水沙条件下河槽平衡输沙横剖面,经与实际断面形态对比,得出必须以多级河槽方式缩窄7000m3/s流量以下即中、小水期的河槽,方能显着减少黄河下游河槽中的淤积的结论。这样才能真正实现潘季驯的“束水攻沙”的治黄方略。 相似文献
2.
末次盛冰期长江南京段河槽特征及古流量 总被引：3，自引：0，他引：3
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四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-60m～-90m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.根据长江三桥、长江大桥附近古深槽断面形态及底部沉积物颗粒级配,选用沙莫夫公式、河海大学公式等,计算了末次盛冰期时河槽底部的泥沙起动流速及断面平均流速.根据流量-流速-过水断面之间的关系式,计算得出末次盛冰期时长江的流量约为12000～16000m3/s. 相似文献
3.
The stratigraphical cross-sections of the Yangtze River incised-valley near the No.1,No.3 and No.4 Nanjing Yangtze River bridges were established with respective bore date and documents.By 14C age analysis of the samples of four drilling cores near the No.4 Bridge(to be built),we can find that the time range of paleo-valley is dated in the LGM at a depth of-60 m to-90 m near Nanjing.It is also indicated that the deep incised-valley channel was narrow and the river flowed swiftly.The ancient Yangtze River deep channel presented partially and deeply incised features near the No.1 Bridge.According to previous publications,much research has been done on the main paleo-channel of the Yangtze River,but few results have been achieved on discharge estimation.In this paper,the incipient velocity and average velocity of the LGM was calculated with Vc = 4.60 d 1/3 h1/6,95 Vc 1.28lg 13.15.h.gd,d = 6 * 90 V 6.5u h≈ d,etc.,in terms of the river shape,sedimentary grain size and sequences near the No.3 and No.1 bridges.Moreover,the discharge in Nanjing reach of the Yangtze River during the LGM has been estimated to be around 12,000-16,000 m3/s according to the relationship of discharge,velocity of flow and cross-section. 相似文献
4.
基于钻孔数据和交叉折剖面约束的三维地层建模方法研究 总被引：2，自引：0，他引：2
提出基于钻孔数据和交叉折剖面约束的三维地层建模方法,解决了单纯基于钻孔数据建模方法中无法控制钻孔间复杂的地质现象等问题.在该方法中,还利用道格拉斯一普克(Douglas-Poiker)矢量曲线抽稀算法对交叉折剖面中的矢量地层曲线进行了处理,消去了光滑曲线上对模型质量无影响的密集顶点,避免了在剖面线处Delaunay三角剖分出现过多非正三角形,从而提高了整个模型的精度.在"杭州市城市地质信息管理与服务系统"中应用该方法取得较好的效果. 相似文献
5.
Amos Frumkin 《Geomorphology》1998,23(2-4)
Salt caves respond rapidly to environmental changes. Direct measurement and 14C dating show that complex cross-sections may develop in a few hundred years. Two basic forms are discussed: (1) ingrowing vadose canyons where changing width may correspond to changing discharge; (2) wide low passages with flat ceilings, developed by upward dissolution, which may indicate rising base level. Some cross-sections are deformed by Holocene tectonics. 相似文献
6.
This article introduces a technique for using a combination of remote sensing imagery and open-channel flow principles to estimate depths for each pixel in an imaged river. This technique, which we term hydraulically assisted bathymetry (HAB), uses a combination of local stream gage information on discharge, image brightness data, and Manning-based estimates of stream resistance to calculate water depth. The HAB technique does not require ground-truth depth information at the time of flight. HAB can be accomplished with multispectral or hyperspectral data, and therefore can be applied over entire watersheds using standard high spatial resolution satellite or aerial images. HAB also has the potential to be applied retroactively to historic imagery, allowing researchers to map temporal changes in depth.We present two versions of the technique, HAB-1 and HAB-2. HAB-1 is based primarily on the geometry, discharge and velocity relationships of river channels. Manning's equation (assuming average depth approximates the hydraulic radius), the discharge equation, and the assumption that the frequency distribution of depths within a cross-section approximates that of a triangle are combined with discharge data from a local station, width measurements from imagery, and slope measurements from maps to estimate minimum, average and maximum depths at a multiple cross-sections. These depths are assigned to pixels of maximum, average, and minimum brightness within the cross-sections to develop a brightness–depth relation to estimate depths throughout the remainder of the river.HAB-2 is similar to HAB-1 in operation, but the assumption that the distribution of depths approximates that of a triangle is replaced by an optical Beer–Lambert law of light absorbance. In this case, the flow equations and the optical equations are used to iteratively scale the river pixel values until their depths produce a discharge that matches that of a nearby gage.R2 values for measured depths versus depths estimated by HAB-1 and HAB-2 are 0.51 and 0.77, respectively, in the relatively simple Brazos River, Texas. R2 values for HAB-1 and HAB-2 are 0.46 and 0.26, respectively, in the Lamar River, a complex mountain river system in Yellowstone National Park. Although the R2 values are moderate, depth maps and cross-sections derived from the HAB techniques are consistent with typical stream geomorphology patterns and provide far greater spatial coverage and detail than could be achieved with ground-based survey techniques. Improved depth estimates can be achieved by stratifying the river into different habitat types that normalize for differences in turbulence and substrate. 相似文献
7.
黄河下游河道断面形态参数变化及其水沙过程响应 总被引：1，自引：0，他引：1
基于1965—2015年黄河下游花园口、高村、泺口站的逐年水文和汛前河道断面的实测资料,分析了河道断面形态参数（河道断面面积,河道宽深比等）的变化,以及对河道断面形态与来水来沙间的关系做出定量化分析。结果表明：主槽断面形态参数与水沙搭配以及前期断面形态密切相关,沿程3个断面形态参数调整方式存在显著差异。河宽调整幅度沿程减小,辫状河段变幅最大,尤其在1986—1999年,辫状河段萎缩程度最为严重,其次为弯曲河段,顺直河段横向调整幅度最小。受到前期断面形态的影响,辫状河段河道断面调整方式既有横向展宽（萎缩）又有垂直加深（淤积）;弯曲河段河道宽深比与流量呈较弱的正相关关系,具有横向和垂向的调整方式;而顺直河段的宽深比与流量呈负相关关系,与来沙系数呈正相关关系,河道以垂直加深（淤积）为主。 相似文献
8.
Rock coatings are frequent on natural rock outcrops and even more on stone surfaces of historical buildings and monuments. They are interesting as some of them have a protective effect against erosion. In the last 30 years, research on rock coatings has been performed separately on either buildings or natural outcrops. This paper studies and compares thin coatings found on granitic rock surfaces of historical buildings with coatings found on natural granite outcrops in a same climatic area (NW Spain) by analysing their surface and cross-sections. As rock surfaces of buildings have known age they can be used to assess rates of weathering and coating growth. This is the first comparative study of formation of coatings on natural and built surfaces in the same region. Both endogenous (rock characteristics) and exogenous factors (climatic conditions, air pollution) that could affect the coatings formation are considered to assess the origin and formation of coatings. X-Ray Diffraction (XRD) and X-Ray Fluorescence (XRF) analyses of the underlying rocks, XRD analyses of the coatings and Scanning Electron Microscopy (SEM) observations of surface and cross-sections of the coatings, performing Energy Dispersive Spectrometry (EDS) and X-ray maps, were carried out to establish their composition. Fieldwork and results indicate that natural outcrops are widely covered by biological coatings or coatings formed due to rock weathering, while coatings found on rock ashlars are highly variable with air pollution, other building materials, organic droppings and micro-environmental factors contributing to coatings on rock ashlars in a more significant way than substrate characteristics and exposure time. 相似文献
9.
The Caloosahatchee River, located in Southern Florida, was originally a meandering and relatively shallow river. During the 1920s, the Caloosahatchee River was channelized and became the C-43 canal. The channelization has significantly impacted the river ecosystem, particularly the oxbows. The oxbows are the U-shaped water bodies on each side of the river channel, which are the remnant bends of the original river. To understand how anthropogenic influence affects hydrologic systems, the study was designed to assess the geomorphic changes of 37 oxbows of the Caloosahatchee River, Florida. The study presented trends in the evolution of oxbow morphology by comparing the data collected in 2011 with a cross-sectional survey collected by the South Florida Water Management District in 1978. In both 1978 and 2011, oxbows in Lee County were significantly larger, wider and deeper than in Hendry County. Exterior limb cross-sections were significantly larger, wider and deeper than interior cross-sections in both 1978 and 2011. Finally, an attempt to determine trends in the evolution of the morphology of the oxbows demonstrated that the overall maximum depth is significantly decreasing in the interior of the oxbow and that the mean depth is significantly increasing in the exterior cross-sections. This analysis also showed that the width is significantly increasing throughout the oxbow. Factors responsible for such differences may include natural geomorphic processes, pattern changes due to channelization, land use and anthropogenic activities. 相似文献
10.
长江口水沙入海通量的观测与分析 总被引：31，自引：0，他引：31
在长江口用声学多普勒流速剖面仪（ADCP）进行走航式断面观测,结果表明,采集水样获取的悬沙浓度与ADCP记录的声学信号（后向散射强度）之间存在显著相关关系,因此可据ADCP声学数据获得沿观测断面的高时空分辨率的悬沙浓度剖面。分析结果表明．在徐六泾附近断面以往复流占优势．大潮期间单位时间最大水、悬沙通量值出现于涨潮期．落潮历时较长．落潮期水、悬沙通量分别大于涨潮期水、悬沙通量,净通量向海。长江口南槽拦门沙外侧主要为旋转流．涨潮期间内的水、悬沙通量均分别大于落潮期间的水、悬沙通量。2003年11月12日的观测结果表明．潮周期内通过徐六泾断面向海输运的水与悬沙通量分别为10^9m^3和10^8kg量级：径流量与悬沙输运率分别为10^4m^3／s和10^3kg／s量级。1998年以来徐六泾ADCP流量观测数据与同时间的大通径流量之间存在着显著的相关关系．故可由大通径流量估算徐六泾径流量。作为长江人海径流量．以作为历史资料整编的一种手段。结果表明,长江人海年径流总量略大于大通年径流总量：而在枯水期间人海径流量小于大通径流量。 相似文献
11.
基于钻孔数据的三维地层模型的构建 总被引：53，自引：4，他引：49
三维地质建模是三维GIS在地学中的一个重要应用,三维地层模型对实际的地质分析极为有用。在综合前人研究成果的基础上,提出了一种由工程钻孔数据构建三维地层模型的方法。该方法以钻孔资料作为地层建模的源数据,具有简单实用、快速稳健的特点,并且能够将用户手工编辑修改的钻孔剖面图融入实际建模流程,解决了以往单纯依靠钻孔数据进行建模而导致的建模结果不精确且难以修正的问题。该文介绍了该方法的基本思想与实现流程,探讨了断层数据的加入对模型的影响及解决方案,并通过一个建模实例展示了该方法的实际建模效果。 相似文献
12.
Michael S. Thorne Thorne Lay Edward J. Garnero Gunnar Jahnke † Heiner Igel 《Geophysical Journal International》2007,170(2):635-648
We use an axisymmetric, spherical Earth finite difference algorithm to model SH -wave propagation through cross-sections of laterally varying lower mantle models beneath the Cocos Plate derived from recent data analyses. Synthetic seismograms with dominant periods as short as 4 s are computed for several models: (1) a D" reflector 264 km above the core–mantle boundary with laterally varying S -wave velocity increases of 0.9–2.6 per cent, based on localized structures from a 1-D double-array stacking method; (2) an undulating D" reflector with large topography and uniform velocity increase obtained using a 3-D migration method and (3) cross-sections through the 3-D mantle S -wave velocity tomography model TXBW. We apply double-array stacking to assess model predictions of data. Of the models explored, the S -wave tomography model TXBW displays the best overall agreement with data. The undulating reflector produces a double Scd arrival that may be useful in future studies for distinguishing between D" volumetric heterogeneity and D" discontinuity topography. Synthetics for the laterally varying models show waveform variability not observed in 1-D model predictions. It is challenging to predict 3-D structure based on localized 1-D models when lateral structural variations are on the order of a few wavelengths of the energy used, particularly for the grazing geometry of our data. Iterative approaches of computing synthetic seismograms and adjusting model characteristics by considering path integral effects are necessary to accurately model fine-scale D" structure. 相似文献
13.
Joy Sanyal Priyanka Dasgupta Shinjiro Kanae 《Singapore journal of tropical geography》2020,41(2):284-298
Dam-related downstream adjustments of riverbeds are normally investigated by analysing the trend in sediment supply and high flow events during the pre- and post-dam periods. The required data for existing predictive models is not measured at river gauges, which limits the application of these tools. We derived the frequency of sediment-transporting streamflow events (T*) and upstream sediment supply (S*) in the pre- and post-dam periods with widely available gauged records and predicted changes in the downstream riverbed by adapting an existing model. Ten gauging stations in the Godavari River Basin, India, located downstream of dams, were chosen as study sites. Annually surveyed cross-sections at each site validated the accuracy of the predicted dam-related downstream changes. Then, a regression equation (R2 = 0.75) was established between T*/S* (independent variable) and changes in the downstream bed elevation (dependent variable) for the Godavari Basin. We recommended that similar local empirical equations be formulated for larger river basins. Models of large-scale rainfall-runoff and sediment transport processes that can account for the influence of dams, such as the Soil & Water Assessment Tool, can be paired with the proposed regression equation to estimate dam-related downstream erosion and deposition with globally available data. 相似文献
14.
本文主要用地貌学的方法来研究三门峡水库淤积上延的问题。运用河床沉积物法和纵剖面抛物线法,确定了渭河下游淤积末端的位置在渭汗21-22断面附近,并作了综合性预估;实践证明,在目前水库运用方式下不会影响西安。用同样的方法还确定了北洛河的淤积末端在洛淤17-18断面附近,北干流的末端在黄淤59断面附近,这与水利部门用断面法、同流量水位和体积法所得的结论基本一致。由于洛淤17-18断面和北干流黄淤59断面附近正处于纵剖面的坡折,所以淤积末端再继续上延比较困难。 相似文献
15.
以黄河青藏高原阿万仓和采日玛两段主河道50 km与65 km长的网状河段为研究对象,利用2013年3期遥感影像绘制了不同流量下（176 m3/s,978 m3/s,1 610 m3/s）网状河段活动河道的分布变化图,结合DEM数据分析了现有河道在流量增加过程中的空间分布格局和潜在定量关系。研究结果表明：根据流量大小划分出的3类活动河道,其分布规律基本是后者位于前者的两侧,据此可以推断,网状河分支河道基本是从主河道向两侧逐渐发展的。对于阿万仓河段,在河谷和河间地相对宽阔处,每个河道断面上3类活动河道数的比值为1:1.67:2.25;而在河谷较窄的地方,该比值为1:1.22:1.33。在采日玛河段,该比值分别为1:1.3:1.4和1:0.95:1.16。在宽阔的草原湿地河段,当网状河的主河道发生弯曲时,弯道内侧的活动河道数要大于弯道外侧的活动河道数。在平坦开阔的河谷地带,断面上的活动河道线密度与河谷宽度之间呈现出极好的线性负相关关系;而峡谷地带由于两侧高地形的限制,河谷宽窄不一,活动河道的线密度相对较大、且差别也较大。 相似文献
16.
Vegetation effects on sediment connectivity and processes in an ephemeral channel in SE Spain 总被引：1，自引：0，他引：1
P.J. Sandercock 《Journal of Arid Environments》2011,75(3):239-254
High sediment delivery due to catchment and channel erosion can impact on waterway health and reservoir sedimentation. Methods that decrease sediment connectivity within the system are needed to address these potential impacts. Vegetation has the potential to decrease channel erosion and sediment transfers in dryland environments by increasing channel bed resistance and roughness. Detailed studies of vegetation and process interactions were undertaken within an ephemeral channel in SE Spain at three scales (channel network, reach and patch) by repeat surveys and mapping after floods. Connectivity mapping showed variations in vegetation type and density along the channel and that these influence sediment retention and channel erosion. Hydraulic calculations of vegetation roughness effects at 25 cross-sections down the channel indicate the influence of different vegetation type and characteristics. Particular attention was paid to the perennial grass Lygeum spartum because of its potential benefits in channel stabilisation. Sedimentation takes place within these reaches, mainly by trapping within and downstream of individual plants. Check dams have a profound influence on vegetation and sediment distribution in this channel but use of vegetated zones may be a more sustainable strategy of sediment control. 相似文献
17.
低空遥感无人机影像反演河道流量 总被引：5，自引：1，他引：4
河道流量在维持水圈系统稳定性、估算国家水能资源可开发量等方面具有重要作用。卫星遥感受其分辨率限制很难准确反演中小河流流量,近地面遥感流量计算方法及传统水文测流方法技术复杂、设备昂贵、测算效率低,限制了其在无资料区、灾害突发事件非接触式应急监测等方面的广泛应用。为此,在充分吸收国内外遥感反演河道流量方法优点的基础上,基于低空遥感无人机（UAV）影像,提出了一种适用于各类尺度河流的高效、非接触、简易快速反演河道流量的方法。该方法提供了有、无地面实测大断面两类情况下流量反演途径,通过无人机影像生成点云和表面高程（DSM）,基于点云和DSM获取水面宽、糙率、水面比降以及水上大断面信息,采用水力学方法计算河道流量。并根据地面336组野外站点实测数据验证了方法的精度,进一步分析了无地面实测大断面情况下的流量计算误差。结果表明,反演流量在高值区略高于实测流量,可以满足灾害应急监测流量精度需求（R 2= 0.997,RMSE = 4.55 m 3/s）;无地面实测大断面资料而进行概化时,流量计算误差随水位升高、河宽增大而减小,最大累积误差为最大过水流量的8.28%,误差主要来自于水位低、河宽小、流量小的过水断面底部。考虑到研究区大断面多样性受限,而人类活动影响下的河底断面复杂多样,未来尚需进一步研究提高近河底处大断面概化精度,以提高无地面实测大断面情况下的流量反演精度。本文利用无人机遥感影像反演河道流量的思路可为灾害应急监测提供快速流量监测的新途径,也可为无资料地区遥感水文测站的建立提供重要参考依据。 相似文献
18.
Patterns of sand transport on vegetated foredunes 总被引：2，自引：0，他引：2
S.M. Arens 《Geomorphology》1996,17(4):339-350
The aeolian development of coastal foredunes is studied at two sites along the Dutch coast. Amounts of sand transport are measured in cross-sections over the foredunes, and changes in surface height are monitored. Sand transport decreases rapidly landward of the vegetation boundary. Near the dunefoot, changes in surface roughness and topography generate turbulence and upward flow, causing a small part of the sand to be transported in suspension. Patterns of transport are found to be closely related to air flow, which in turn is related to topography and vegetation density. With steeper topography, the amounts of sand transported landward from the dunefoot increase, if vegetation density is low. During oblique onshore winds, most of the sand accumulates at the dune front. During perpendicular onshore winds, a large proportion of the sand is deposited landward of the slope. When deflection of flow occurs, landward transport of sand is interrupted. 相似文献
19.
基于DEM的地球与火星格状沙丘对比分析 总被引：1，自引：1，他引：0
沙丘是柴达木盆地可类比火星的重要地貌类型,沙丘形态是类火星风沙地貌研究的重要内容。基于数字地形分析（DTA）的方法,采用高程、坡度、坡向及地表复杂程度4个地形计量学指标对火星（北极地区）和地球（柴达木盆地）格状沙丘的地貌形态特征进行定量对比分析。结果表明：（1）两个研究区的高程剖面、坡度、坡向的地理学空间分布格局具有较大相似性;（2）高程、高程梯度、坡度和坡向的直方图相似度指数均大于0.7;（3）不同尺度上的分形维数近似相等,即地表复杂程度相似。用数字地形分析与直方图相似度指数结合的方法,定量或半定量地分析两个研究区沙丘地貌形态的相似性,这对类火星风沙地貌研究中科学选择试验点是一种新的尝试,以期为反演火星风沙地貌的形成与演化提供科学依据。 相似文献
20.
The stratigraphical cross-sections of the Yangtze River incised-valley near the No.1, No.3 and No.4 Nanjing Yangtze River bridges were established with respective bore date and documents. By 14C age analysis of the samples of four drilling cores near the No.4 Bridge (to be built), we can find that the time range of paleo-valley is dated in the LGM at a depth of –60 m to –90 m near Nanjing. It is also indicated that the deep incised-valley channel was narrow and the river flowed swiftly. The ancient Yangtze River deep channel presented partially and deeply incised features near the No.1 Bridge. According to previous publications, much research has been done on the main paleo-channel of the Yangtze River, but few results have been achieved on discharge estimation. In this paper, the incipient velocity and average velocity of the LGM was calculated with Vc = 4.60d1/3h1/ 6, 95 Vc 1.28lg 13.15. h . gd , d ? ? = ? ? ? ? 1 6 * 90 V 6.5u h d ≈ , etc., in terms of the river shape, sedimentary grain size and sequences near the No.3 and No.1 bridges. Moreover, the discharge in Nanjing reach of the Yangtze River during the LGM has been estimated to be around 12,000–16,000 m3/s according to the relationship of discharge, velocity of flow and cross-section. 相似文献