MULTIVARIATE GEOMORPHIC ANALYSIS OF FOREST STREAMS: IMPLICATIONS FOR ASSESSMENT OF LAND USE IMPACTS ON CHANNEL CONDITION     

RICHARD D. WOOD-SMITH  JOHN M. BUFFINGTON 《地球表面变化过程与地形》1996,21(4):377-393

Multivariate statistical analyses of geomorphic variables from 23 forest stream reaches in southeast Alaska result in successful discrimination between pristine streams and those disturbed by land management, specifically timber harvesting and associated road building. Results of discriminant function analysis indicate that a three-variable model discriminates 10 disturbed from 13 undisturbed reaches with 90 per cent and 92 per cent correct classification respectively. These variables are the total number of pools per reach, the ratio of mean residual pool depth to mean bankfull depth, and the ratio of critical shear stress of the median surface grain size to bankfull shear stress. The last variable can be dropped without a decrease in rate of correct classification; however, the resulting two-variable model may be less robust. Analysis of the distribution of channel units, including pool types, can also be used to discriminate disturbed from undisturbed reaches and is particularly useful for assessment of aquatic habitat condition. However, channel unit classification and inventory can be subject to considerable error and observer bias. Abundance of pool-related large woody debris is highly correlated with pool frequency and is an important factor determining channel morphology. Results of this study yield a much needed, objective, geomorphic discrimination of pristine and disturbed channel conditions, providing a reference standard for channel assessment and restoration efforts.  相似文献   

ANABRANCHING RIVERS: THEIR CAUSE,CHARACTER AND CLASSIFICATION     

GERALD C. NANSON  A. DAVID KNIGHTON 《地球表面变化过程与地形》1996,21(3):217-239

Anabranching rivers consist of multiple channels separated by vegetated semi-permanent alluvial islands excised from existing floodplain or formed by within-channel or deltaic accretion. These rivers occupy a wide range of environments from low to high energy, however, their existence has never been adequately explained. They occur concurrently with other types of channel pattern, although specific requirements include a flood-dominated flow regime and banks that are resistant to erosion, with some systems characterized by mechanisms to block or constrict channels, thereby triggering avulsion. The fundamental advantage of an anabranching river is that, by constructing a semi-permanent system of multiple channels, it can concentrate stream flow and maximize bed-sediment transport (work per unit area of the bed) under conditions where there is little or no opportunity to increase gradient. On the basis of stream energy, sediment size and morphological characteristics, six types of anabranching river are recognized; types 1–3 are lower energy and types 4–6 are higher energy systems. Type 1 are cohesive sediment rivers (commonly termed anastomosing) with low w/d ratio channels that exhibit little or no lateral migration. They are divisible into three subtypes based on vegetative and sedimentary environment. Type 2 are sand-dominated, island-forming rivers, and type 3 are mixed-load laterally active meandering rivers. Type 4 are sand-dominated, ridge-forming rivers characterized by long, parallel, channel-dividing ridges. Type 5 are gravel-dominated, laterally active systems that interface between meandering and braiding in mountainous regions. Type 6 are gravel-dominated, stable systems that occur as non-migrating channels in small, relatively steep basins. Anabranching rivers represent a relatively uncommon but widespread and distinctive group that, because of particular sedimentary, energy-gradient and other hydraulic conditions, operate most effectively as a system of multiple channels separated by vegetated floodplain islands or alluvial ridges.  相似文献   

IDENTIFICATION AND ANALYSIS OF NATURAL CHANNEL NETWORKS FROM DIGITAL ELEVATION MODELS     

MARCO PILOTTI  CLAUDIO GANDOLFI  GIAN BATTISTA BISCHETTI 《地球表面变化过程与地形》1996,21(11):1007-1020

The identification and analysis of natural channel networks from digital elevation models are discussed from the point of view of their environmental applications. An interactive, graphical software package that implements some of the most widely used techniques for the automatic recognition of channel networks and for the computation of some useful geomorphologic indices and functions is presented.  相似文献   

Mobile-GIS中的数据组织模型研究   总被引：3，自引：0，他引：3  

刘召芹  谢彩香  王梅 《测绘与空间地理信息》2006,29(4):1-5

mob ile-GIS是GIS的全新发展领域,从应用的角度评述了移动服务中的数据特点和各种数据模型的原理及适用领域。不同的数据模型造成部门间数据难以共享,为此本文提出了一种集成数据模型,能使不同模型相互转化,提高数据共享程度。  相似文献   

EXPERIMENTAL INVESTIGATION AND ANALYSIS OF HEC-6 RIVER MORPHOLOGICAL MODEL     

TAWATCHAI TINGSANCHALI  SEREE SUPHARATID 《水文研究》1996,10(5):747-761

Only comparatively few experimental studies have been carried out to investigate the performance of the HEC-6 river morphological model. The model was developed by the Hydrologic Engineering Center of the US Army Corps of Engineers. In this study, experiments were carried out in a 20 m long concrete flume 0.6 m wide with varying rectangular cross-sections. The channel bed is paved with uniform sand of D₅₀ = 0.9 mm and D₉₀ = 1.2 mm within the test reach of 12 m. Two types of experiments were carried out with sediment transport, one under steady uniform flow and another under steady non-uniform flow conditions. Nine steady uniform flow experiments were carried out to compare the measured equilibrium relationship of flow and sediment transport rate with two bedload formulae, namely, Du Boys and Meyer–Peter and Muller, and with three total load formulae, namely, Toffaleti, Laursen and Yang. It was found that even though the sediment transport consists of a certain portion of bedload, the total load formulae give satisfactory results and better agreement than the two bedload formulae. Five steady non-uniform flow experiments were carried out under various conditions of varying bed profile and channel width and also with sediment addition and withdrawal. The measured transient water surface and bed profiles are compared with the computed results from the HEC-6 model. It was found that the Toffaleti and Yang total load formulae used in the HEC-6 model give the most satisfactory prediction of actual bed profiles under various conditions of non-uniform flow and sediment transport. The effects of Manning's n, variations of sediment inflow, various sediment transport formulae, sediment grain size and the model numerical parameters, i.e. distance interval Δx and numerical weighting factor, on the computed water surface and bed profiles were determined. It was found that the selection of the sediment transport formulae has the most significant effect on the computed results. It can be concluded that the HEC-6 model can predict satisfactorily a long-term average pattern of local scour and deposition along a channel with either a small abrupt change in geometry or gradually varying cross-sections. However, the accuracy of the model prediction is reduced in the regions where highly non-uniform flow occurs.  相似文献   

不同水沙条件下黄河下游二级悬河的发展过程   总被引：5，自引：0，他引：5  

杨吉山  许炯心  廖建华 《地理学报》2006,61(1):66-76

以大量实测横断面资料为基础,研究了1973~1997年不同水沙过程对黄河下游二级悬河形成过程的影响。发现花园口至高村河段二级悬河集中形成于1985~1997年的枯水阶段。高村以下河段二级悬河的形成可分两个阶段,1973~1985年大水条件下是冲刷主槽和淤积滩地的时期,但是由于泥沙主要堆积在靠近滩唇的部位,造成河床横比降增大;1985~1997年枯水条件下泥沙在主槽中大量淤积,导致二级悬河的形势更加严重。生产堤限制了泥沙的堆积范围,导致生产堤内滩地平均高程增长速度明显快于生产堤外滩地平均高程增长速度,生产堤距较窄的河段生产堤内滩地平均高程增长速度较快,显示了生产堤对二级悬河的发展有促进作用。  相似文献   

大型GNSS观测网的并行计算     

吕志平  许国昌  陈正生  崔阳  李林阳  邝英才 《测绘科学技术学报》2021,38(1):1-8

CGCS2000精化及其全球拓展需要采用最新的模型,处理长期积累的大型GNSS观测网数据,大型GNSS网联合、快速和协同解算是空间基准精化、维持与服务的重要技术方向.在大数据技术背景下,以并行计算、云计算为代表的高性能计算技术逐渐成为大规模数据处理的首选方法.针对海量、多源、异构GNSS数据在解算处理与平差分析等方面面...  相似文献   

渤海海峡跨海通道建设前后区际城市群物流网络结构的时空演变   总被引：1，自引：0，他引：1  

王泽东  张小林  孙东琪  孙海燕 《地理研究》2020,39(3):585-600

随着网络社会不断崛起,城市空间内涵发生了明显改变,已经成为人文地理学研究的新的重要内容。通过改进重力模型,基于有向加权网络分析方法以及BRIM算法,探讨了渤海海峡跨海通道建设前后山东半岛城市群与辽中南城市群物流网络结构的演变过程,研究发现：①渤海通道建设主要影响城市低等级物流联系,对高等级网络的影响局部集中在辽中南南部和山东半岛东部且自身物流规模较大的城市之间,其中大连、沈阳以及青岛、烟台、潍坊、济南等少数重点城市之间垄断了大量的物流资源;② 通道建设促进了“双通道双向合成流”格局形成,在各自城市群内部,物流结构将出现陆、海方向上的分离性变化,大连、烟台作为通道门户城市的地位逐渐确立;③ 首位离心流、向心流格局在演变过程中均表现出渤海通道指向性,仅有沈阳⇄济南、沈阳⇄淄博、大连⇄青岛、鞍山⇄潍坊等少数城市之间保持了常态化互惠关系,但互惠程度并不对称,辽中南地区城市的物流输出规模普遍高于具有互惠关系的山东半岛城市,前者表现为典型的“双核-边缘”结构,后者具有多极网络化特征;④ 通道建设前后山东半岛城市群的物流城市类型保持稳定,辽中南地区的向心流主导型城市则不断向铁岭、抚顺、本溪等东北部城市蔓延;⑤ 大连在渤海通道建设后首次与烟台、青岛等山东半岛城市群东部城市实现了同一子群结构衔接,总体上优化了山东半岛与辽中南城市群的物流空间格局。  相似文献   

Environmental change and the informal plastic recycling networks of Kolkata     

Nicolas Schlitz 《Singapore journal of tropical geography》2020,41(3):450-467

This article introduces plastic recycling networks in Kolkata, India, as a case to illustrate the contradictory entanglement of economic and environmental change in urban informal contexts of the Global South. In light of the prevailing environmental critique of informal plastic recycling in India, this article discusses plastic recyclers’ environmental impact and contribution as well as the potential to enhance the environmental and economic performance of their business. Network and chain approaches in the emerging field of Environmental Economic Geography are combined with the notion of social metabolism to conceptualize the entanglement of environmental and economic processes as well as socio-environmental inequalities entailed in recycling networks. The analysis reveals the impact that the heterogeneity and fluctuation of plastic waste supply has on the economic organization of recycling networks, giving rise to distinct forms of governance in its intermediate and down-stream segments. Such an integrated perspective also serves to explain why environmental upgrading is hard to achieve under prevailing circumstances by plastic recyclers in Kolkata. Based on an assessment of the social and political conditions of informality under which plastic recyclers operate, the adoption of common assumptions about ecological modernization imbuing parts of Environmental Economic Geography is called into question.  相似文献   

哈大城市带网络结构韧性演化研究   总被引：1，自引：0，他引：1  

谢永顺  王成金  韩增林  刘书舟 《地理科学进展》2020,39(10):1619-1631

网络结构韧性是城市空间组织未来发展的重要指向,是社会经济稳定性与恢复力的结构保障。论文借鉴复杂网络指标,构建城市网络结构韧性演化评价模型,以哈大城市带为例,对比分析多重城市网络结构韧性的演化特征。结果表明：① 多重城市网络层级性与匹配性存在分异,在层级性上,交通和金融网络趋于扁平,信息和创新网络趋于立体;在匹配性上,交通和创新网络分别表现为同配性与异配性且特征强化,金融和信息网络为异配性但特征削弱。② 网络结构韧性类型相对稳定,交通运输网络为“同配—核心边缘网络”,金融、信息与创新网络为“韧性网络”;韧性演化综合水平表现为创新合作网络>信息关联网络>0>金融联系网络>交通运输网络。③ 可以从整体结构、片区差异和要素流动三方面优化网络结构韧性演化水平。  相似文献