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天山北麓河流纵剖面与基岩侵蚀模型特征分析 总被引：2，自引：0，他引：2
本文提取分析天山北麓10条河流的纵剖面,通过函数拟合纵剖面形态特征,同时运用基岩侵蚀力模型来研究河流纵剖面形态的发育演化过程,来揭示河流纵剖面的发育与构造活动之间的内在关系.研究表明:天山北麓河流地貌地形发育阶段处于河流侵蚀作用强烈的前均衡状态时期.塔西河的纵剖面凹曲度最大,向东西两侧河流凹曲度依次降低,乌鲁木齐河与四棵树河凹曲度最小,河流的凹曲度(θ)和河道坡度(Ks)的数值分布规律与所对应构造部位晚更新世以来的抬升速率和地壳缩短速度相一致,排除时间、气候因素和基岩性质影响因素后.发现晚更新世以来天山北麓河流纵剖面形态变化主要受构造抬升作用的影响. 相似文献
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为了揭示滇西纵向岭谷区河谷形态特征及其发育规律,采用1∶5万DEM图件,利用ARCG IS软件提取研究区41个河谷断面的有关基础数据,据此计算了河谷横断面的宽深比、半高宽深比、断面面积、凹度、不对称系数及河谷纵剖面特征的指标。结果表明,纵向岭谷区北部河谷横断面的宽深比很小,其宽深比在4~16间,但沿流向往南有明显增大的趋势,最大达到24。这是由于北部的构造抬升作用强从而引起该区更强列的河流下蚀作用的结果。河谷横断面的凹度显示大多数河谷属于"V"型谷,表明研究区的河流仍然以下切过程为主。谷宽不对称系数及谷面不对称系数揭示了研究区河谷横断面主要是左倾型河谷,即河谷断面上河道左部谷坡较缓,这是强势西南季风在河流左岸迎风坡形成强降水带和在河流右岸背风坡形成弱降水带的雨水差异侵蚀引起的。河谷纵剖面具有明显的下凹特性,凹度在1.40~1.65间。河道比降具有沿程变小的趋势,并遵循指数衰减关系,平均比降在1.22‰~1.85‰间。在纵向岭谷区北部,响应构造抬升作用的西强东弱的现状,河流主河道的比降具有从西向东变小的趋势。 相似文献
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长江源区河流的河网形态和辫状河型独具特色。基于SRTM3 DEM、Landsat 4-5 TM遥感影像和Google Earth卫星影像数据提取长江源区22条河流纵剖面,利用简单数学函数拟合纵剖面形态,并结合Hack剖面、凹曲指数及河长坡降SL指标等参数分析河流纵剖面的发育与构造活动之间的内在关系。研究表明:长江源区大部分河流纵剖面的最佳拟合形态为指数函数(R~2≥0.99),间接地说明该区域河流侵蚀作用较强。这22条支流的凹度值约为1.0,其中当曲的凹曲度最大,色吾曲最小,属于高凹曲度和极端凹曲度值。在各河流形态的统计结果中,三大源流Hack剖面均为曲线,沱沱河—通天河、当曲、楚玛尔河分别出现了8次、4次、3次宽窄交替的藕节状形态,其中宽谷段为辫状河段,窄段为峡谷限制段,标准河流坡降指数SL/K值介于2～10之间,表示河流发育处于微陡河段,地区构造活动较强。不考虑气候和基岩性质影响因素,可推测晚更新世以来新构造运动在长江源河流纵剖面演变中起主导作用。 相似文献
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贺兰山水系流域数值地貌特征及其构造指示意义 总被引：1，自引：1，他引：0
基于Arcgis9.3与ASTER GDEM数据,提取了贺兰山两侧主要水系及其流域边界,根据河流及流域指标提取河流纵剖面、流域的Strahler曲线,并计算其面积高度积分值（Hypsometric Intergral）、河流纵剖面的凹度值（Concavity）。通过HI值、凹度值同河流落差、河流长度、流域面积之间相关性分析发现,后3种地貌参数与HI值、凹度值间的相关性较差。对比分析贺兰山两侧河流HI值及凹度值发现：贺兰山东侧北段活动性大于南段,西侧构造活动性分布规律不明显。结合9条河流所处流域的Strahler曲线、河流纵剖面形态和HI值、凹度值分析发现：汝箕沟及其以北贺兰山地区处于地形演化的老年期,汝箕沟以南贺兰山段处于均衡调整的壮年期。 相似文献
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基于遥感技术的黑龙江上中游河道特征研究 总被引：1，自引：0，他引：1
以2000年Landsat-7 ETM+影像、地形图、数字高程数据等为数据源,从河道平面形态及河流纵剖面形态对黑龙江上中游河道特征进行分析。从河流动力特征、流域自然环境条件及人类活动方面探讨其对河道形态特征形成的影响。研究发现:黑龙江上中游河道曲折系数均值为1.20,属于微弯顺直型河道,整体相对稳定,但局部河段河道形态复杂,河流纵剖面形态为下凹型曲线;河流形态的形成遵循一定的河流动力学规律,是水流和河床在自然因素与人类活动影响下相互作用结果。 相似文献
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河流水力侵蚀物理模型表明基岩河道纵剖面在均衡状态时表现为平滑上凹的形态,其特征反映了构造、基岩抗侵蚀能力和气候的作用;然而自然界河道纵剖面多呈现以裂点为特征的不均衡形态,不均衡的剖面形态以及裂点的研究同样可以对外力作用的变化起到很好的指示作用。位于北祁连的走廊南山高海拔河道纵剖面普遍呈现不均衡形式且发育海拔较高的裂点。通过对裂点成因分析发现,这些裂点并不主要受控于岩性、气候、构造等因素,而反映了冰川作用遗留地形与河流地形的分界。这一结果说明在对河道纵剖面高海拔裂点进行分析时要考虑到古冰川遗留地形也会对现代河道纵剖面产生重要影响,为进一步认识和理解造山带地貌演化以及控制因素提供了思路。 相似文献
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三角洲岸线变迁中的河流纵剖面实验 总被引：3，自引：1，他引：2
现代三角洲岸线变辽对河口变化频繁的河流有着不可忽视的影响.通过各种进口水沙过程和尾水位过程组合的水槽实验,建立了冲积河流纵剖面的发育模式. 相似文献
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Longitudinal profiles of bedrock streams in central Kentucky, and of coastal plain streams in southeast Texas, were analyzed to determine the extent to which they exhibit smoothly concave profiles and to relate profile convexities to environmental controls. None of the Kentucky streams have smoothly concave profiles. Because all observed knickpoints are associated with vertical joints, if they are migrating it either occurs rapidly between vertical joints, or migrating knickpoints become stalled at structural features. These streams have been adjusting to downcutting of the Kentucky River for at least 1.3 Ma, suggesting that the time required to produce a concave profile is long compared to the typical timescale of environmental change. A graded concave longitudinal profile is not a reasonable prediction or benchmark condition for these streams. The characteristic profile forms of the Kentucky River gorge area are contingent on a particular combination of lithology, structure, hydrologic regime, and geomorphic history, and therefore do not represent any general type of equilibrium state. Few stream profiles in SE Texas conform to the ideal of the smoothly, strongly concave profile. Major convexities are caused by inherited topography, geologic controls, recent and contemporary geomorphic processes, and anthropic effects. Both the legacy of Quaternary environmental change and ongoing changes make it unlikely that consistent boundary conditions will exist for long. Further, the few exceptions within the study area–i.e., strongly and smoothly concave longitudinal profiles–suggest that ample time has occurred for strongly concave profiles to develop and that such profiles do not necessarily represent any mutual adjustments between slope, transport capacity, and sediment supply. The simplest explanation of any tendency toward concavity is related to basic constraints on channel steepness associated with geomechanical stability and minimum slopes necessary to convey flow. This constrained gradient concept (CGC) can explain the general tendency toward concavity in channels of sufficient size, with minimal lithological constraints and with sufficient time for adjustment. Unlike grade- or equilibrium-based theories, the CGC results in interpretations of convex or low-concavity profiles or reaches in terms of local environmental constraints and geomorphic histories rather than as “disequilibrium” features. 相似文献
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黄河下游清水冲刷阶段河床的调整及其对基准面变化的反应 总被引：1，自引：1，他引：0
本文采用黄河下游的实测资料,分析了三门峡水库下洩清水阶段,河床的调整及其对基准面的反应。认为在来水来沙条件变化的情况下,河床纵剖面以近于平行的方式调整;横断面形态向窄深式发展;河型的转化主要取决于地貌临界值和粉沙—粘土含量。从长时间看,下游的淤积特性不会发生根本性的变化。 相似文献
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Land use practices in Colorado during the last two centuries altered the supply of sediment and water to many channels in the upper South Platte Basin. As a result of increased supply of sediment and mobility and reduced peak flows, the characteristics of pools associated with channel constrictions, referred to as forced pools, may have been altered. Increased supply of sediment and reduced transport capacity of high flows could lead to aggradation in forced pools. Channel confined by road corridors could lead to high velocities at normal flows, increased energy dissipation from riprap, or even increased pool frequency resulting from failed riprap. To assess potential alterations, four hypotheses were tested: (1) impacted streams will show significantly different mean volume of pools than a control stream; (2) mean volume of pools on streams where land-use activities increased the supply of sediment will be significantly different from streams solely affected by flow regulation; (3) the strongest change in characteristics of pools of impacted streams will be a reduced volume of pools; (4) streams affected by road corridors will show statistically lower spacing of pools than streams unaffected by roads. The downstream spacing and residual volume of twenty consecutive forced pools were surveyed on five streams in the Colorado Front Range that varied from no contemporary impact to multiple historical and contemporary impacts. ANCOVA with stepwise model selection indicated that degree of land-use (categorical), bankfull spacing of pools, upstream riffle slope and expansion ratio were all significant (α = 0.1) predictors of volume of pools (R2 = 0.73). Simple linear regression of mean volume of pools and stream specific variables (gradient, drainage area and discharge) and least square means comparison of mean volume of pools indicated a need to standardize volumes of pools by slope and discharge so that the volumes of pools could be compared among different levels of land-use. Significant correlations between drainage area and volume of pools allowed volume of pools to be standardized by drainage area and thereby discharge. This dimensionless variable was also significantly correlated with channel slope, which permitted the construction of a new variable, PVQS (volume of pools standardized by discharge and slope). Least square means comparison of mean PVQS revealed that the control reach was significantly different from road-impacted reaches. Mean volume of pools was significantly larger in the control reach compared to all but one road-impacted stream. This was likely a function of higher wood loading in the control reach and the competence of high flows in the road-impacted reach. Streams affected by road corridors did not have significantly different bankfull spacing of pools from streams not impacted by roads. The multiple interactions among control and response variables explored in this study indicate the need to identify the most constrained and sensitive response variables when attempting to assess channel response to land use. 相似文献
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The downstream distribution of stream power is derived and analysed for 11 different streams in the upper Hunter River catchment, Australia. Stream long profiles were produced in a GIS environment using DEM data and catchment area–discharge analysis. These profiles were analysed using three approaches, namely long profile smoothing, curve fitting and a theoretical model. The methodology for deriving stream power profiles using these three approaches is discussed. The long profile smoothing method provides a good approximation of the subcatchment variability in stream power trends. The curve fitting method shows that higher-order exponential curves provide a better fit for long profile data. For the streams of the upper Hunter River catchment, second-order exponential curves fit well with significantly less error. The curve fitting method predicts a bimodal (upstream and midstream) distribution of stream power, which is a deviation from our earlier understanding of a single midstream peak. The theoretical approach provides a mathematical expression of the observed bimodal stream power distribution. The bimodal distribution emphasises the erosion potential of headwater reaches. The resultant stream power distribution provides a catchment-scale characterisation of the distribution of available energy in any given system. Using these approaches, the variability of stream power in headwater reaches is explained by discharge variability, while variability in midstream and downstream reaches is related to high variability in channel gradient. 相似文献
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The longitudinal profiles of main streams of ten kongdui basins within Inner Mongolian Autonomous Region of China were characterized in this study by analyzing a series of quantitative indexes that are relevant to tectonic activity and river action, and by establishing a series of multiple regression models. The results reveal that all longitudinal profiles are concave in shape, with a range of concavity between 1.1 and 3.1, increasing from west to east. Data also show that the concavity of the profiles is significantly negatively correlated with profile length, altitude difference, average altitude, drainage area and sediment load of the basins. Analysis reveals that kongdui basins have suffered from moderate-to-weak tectonic activity over time, again characterized by a west-to-east weakening trend. Stream power also varies along the main channels of the ten kongdui basins; average values in each case fall between 0.8 W/m and 8.4 W/m, generally higher within the middle reaches. This decreasing trend in stream power within the lower reaches of kongdui basins might provide one key explanation for sedimentation there. Data also show that the average stream power in western and central basins tends to be higher than that in eastern examples, even though both the highest and the lowest values are seen within two middle ones. This analysis shows that the longitudinal profile concavity values are mainly controlled by tectonic activity and that the effect of river action is insignificant. 相似文献
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H. Jesse Walker 《自然地理学》2013,34(4):373-375
The focus of this research is the development of a model which explains channel pattern variability in streams. Since channel pattern is commonly regarded as a qualitative phenomenon, the research employs a logistic regression model, which is advocated as an alternative to traditional graphic/discriminant analysis, since the concepts of threshold and instability have very natural expressions in the logistic regression framework. The results demonstrate that channel gradient and mean discharge can effectively explain channel pattern (i.e., whether the channel is single or multithreaded) in an environment where there is a small range of bed material size. Sediment sorting is also shown to be related to channel pattern in the study environment. Models using valley gradient rather than channel gradient are shown to be distinctly inferior, and no advantage is found in using a stream power measure as opposed to separate gradient and discharge measures. [Key Words: fluvial geomorphology, stream channels, channel patterns, models.] 相似文献
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Jerome V. DeGraff 《自然地理学》2013,34(2):174-183
Hack (1973) introduced the stream-gradient index as a measure to analyze longitudinal stream profiles. It is derived from the channel slope at a point and channel length as measured along the longest stream above that point. In the eastern United States, empirical evidence shows the stream-gradient index to be a rough approximation of stream power or competence. Validity of this relationship in other geomorphic and climatic regions was unproven. Eight canyon drainages in the Bear River Range, north-central Utah, provide a basis for testing the validity of stream-gradient index analysis in a subhumid montane area. These drainages are found to have a drainage area to discharge function, rate of increase in channel width downstream, and coverging stream network with an average length proportional to a power of the drainage similar to Hack's original study area. These similarities indicate that use of stream-gradient indices as approximations of stream power are valid in subhumid montane areas. Stream-gradient index analysis of canyon streams in the Bear River Range illustrates drainage adjustment to tectonic activity, bedrock lithology, and structural attitude. 相似文献
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密云水库以上的潮白河分为白河和潮河两支,分别穿行于燕山山区。两河的上段为顺直河型或游荡河型,下段为典型的深切曲流。河势及河型受地质构造的深刻影响。潮白两河的纵比降大,来水、来沙在时间和空间上的分配不均匀,对不同河型的形成有影响,这也表明密云水库以上的潮白河具有山地河流的特点。 相似文献
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Xingying You Jinwu Tang Xiaofeng Zhang Weiguo Hou Yunping Yang Zhaohua Sun Zhaohui Weng 《地理学报(英文版)》2017,27(10):1249-1267
Alluvial channel has always adjusted itself to the equilibrium state of sediment transport after it was artificially or naturally disturbed. How to maintain the equilibrium state of sediment transport and keep the river regime stable has always been the concerns of fluvial geomorphologists. The channel in the middle and lower reaches of the Yangtze River is characterized by the staggered distribution of the bifurcated river and the single-thread river. The change of river regime is more violently in the bifurcated river than in the single-thread river. Whether the adjustment of the river regime in the bifurcated river can pass through the single-thread river and propagate to the downstream reaches affects the stabilities of the overall river regime. Studies show that the barrier river reach can block the upstream channel adjustment from propagating to the downstream reaches; therefore, it plays a key role in stabilizing the river regime. This study investigates 34 single-thread river reaches in the middle and lower reaches of the Yangtze River. On the basis of the systematic summarization of the fluvial process of the middle and lower reaches of the Yangtze River, the control factors of barrier river reach are summarized and extracted: the planar morphology of single-thread and meandering; with no flow deflecting node distributed in the upper or middle part of the river reach; the hydraulic geometric coefficient is less than 4; the longitudinal gradient is greater than 12‰, the clay content of the concave bank is greater than 9.5%, and the median diameter of the bed sediment is greater than 0.158 mm. From the Navier-Stokes equation, the calculation formula of the bending radius of flow dynamic axis is deduced, and then the roles of these control factors on restricting the migration of the flow dynamic axis and the formation of the barrier river reach are analyzed. The barrier river reach is considered as such when the ratio of the migration force of the flow dynamic axis to the constraint force of the channel boundary is less than 1 under different flow levels. The mechanism of the barrier river reach is such that even when the upstream river regime adjusts, the channel boundary of this reach can always constrain the migration amplitude of the flow dynamic axis and centralize the planar position of the main stream line under different upstream river regime conditions, providing a relatively stable incoming flow conditions for the downstream reaches, thereby blocking the upstream river regime adjustment from propagating to the downstream reaches. 相似文献