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Curvature-migration relations and planform dynamics of meandering rivers.

机译:曲折河流的曲率-迁移关系和平面动力学。

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摘要

Theoretical approaches to understanding the planform dynamics of meandering rivers have attempted to relate planform migration to channel curvature. Deterministic meander migration models that have a simple exponential decay spatial convolution form characterizing the effect of upstream curvature on migration behavior generally yield fairly realistic predictions of patterns of bend translation and evolution. However, these models are incapable of reproducing complex terms of bend development, such as double heading or compound looping. Higher-order deterministic models, which incorporate relations between channel curvature and migration rate that are more complex than exponential decay, can reproduce complex meander forms, lending support to the notion that the spatial structure of upstream planform effect is more complex than a simple exponential decay. In any case, deterministic spatial-convolution models of planform dynamics embody theoretical assumptions that have not been extensively evaluated and verified empirically. Moreover, these deterministic models do not take into account the effects of random spatial variability in environmental conditions, which may significantly affect planform evolution. Thus, there is also a need to explore the effects of this variability on migration behavior.;The ultimate goal of this research is to advance understanding of the planform dynamics of meandering rivers by exploring the spatial relationship between planform geometry and meander migration patterns. To achieve this goal, I first develop a methodology that provides a continuous characterization of planforms using aerial photography data. The method overcomes the reliance on discrete and density-dependent characterization—a major limitation of previous studies—and affords the basis for a rigorous empirical evaluation of the planform curvature—migration relation. Using the continuously characterized planform geometry and curvature, I explore empirically the influence of planform curvature on migration dynamics. For this purpose, I use the refined autoregressive form of the planform curvature—migration relation. I then employ Digital Signal Processing (DSP) methodology to derive empirically the spatial planform curvature—meander migration relation and to compare the empirical relation with the spatial convolution structure embodied in deterministic models. Finally, I evaluate the effects of random variability in environmental heterogeneity on the planform evolution. The evaluation of the refined bend data extracted from continuously characterized planforms reveals important information on the spatial character and time evolution of the planform curvature—migration rate relationship. I empirically show that a linear autoregressive relationship, which corresponds to pure exponential decay convolution structure of curvature—migration relation, is not sufficient to characterize the spatial structure of the effect of upstream planform curvature on migration patterns. Bends present complex trajectories of spatial autoregressive relation. To gain knowledge of the underlying processes that give rise to these complex trajectories, there is a need for further empirical exploration of the spatial autoregressive relation for a wide range of meandering rivers.;DSP methodology is a novel approach to the study of the spatial relationship between planform curvature and migration. The methodology allows for direct empirical derivation of the effect of upstream planform curvature on local migration rates. In this respect, being purely empirical, this research is significantly different from previous modeling work where a spatial convolution structure is specified a priori. From the empirical explorations of the spatial planform curvature—migration relation of three reaches of natural rivers, I find that upstream planform curvature—migration rate relation is more complex than simple exponential decay. For a study reach consisting of compound loops, the spatial structure of this relationship coincides with that of higher-order deterministic meander migration models, providing empirical support for theoretical assumptions underlying these models. Empirically derived impulse-response functions do not always capture satisfactorily the planform dynamics of highly complex meandering rivers, suggesting that other factors, such as random or downstream effects may be important in some circumstances.;Finally, evaluation of the effects of random variability in environmental conditions on planform dynamics using a deterministic model with a random component reveals that this variability has an important influence on planform migration dynamics. I demonstrate that both the spatial variation and the variation in the magnitude of random component increase the irregularity of the planform geometry. To rigorously explore if the planforms simulated with a random component can replicate the dynamics of natural meandering rivers, a comparative analysis of the irregularity amongst natural rivers and models with and without random components is necessary. Spectral analysis may be helpful for such a comparison.;In conclusion, this research contributes to the field of fluvial geomorphology by advancing knowledge of the planform dynamics of meandering rivers. The intellectual merit of the research is the identification of the role of the spatial structure of planform curvature in the dynamics of meander migration. The new knowledge gained from the research provides an improved framework for understanding and predicting patterns of planform change along meandering rivers.
机译:理解蜿蜒河流平面动力学的理论方法试图将平面迁移与河道曲率联系起来。具有简单指数衰减空间卷积形式的确定性曲折迁移模型通常表征上游曲率对迁移行为的影响,通常会得出相当真实的弯曲平移和演化模式预测。但是,这些模型无法重现折弯展开的复杂术语,例如双方向或复合环。高阶确定性模型结合了通道曲率和迁移率之间的关系(比指数衰减更复杂),可以再现复杂的曲折形式,从而支持上游平面效应的空间结构比简单的指数衰减更复杂的观点。 。在任何情况下,平面动力学的确定性空间卷积模型都体现了尚未经过经验评估和验证的理论假设。此外,这些确定性模型没有考虑环境条件下随机空间变异性的影响,而随机空间变异性可能会显着影响平面图的演变。因此,还需要探索这种变化对迁移行为的影响。本研究的最终目标是通过探索平面几何形状与弯曲迁移模式之间的空间关系来增进对弯曲河流平面动力学的了解。为了实现这一目标,我首先开发了一种方法,该方法可以使用航空摄影数据对平面图进行连续表征。该方法克服了对离散和依赖于密度的表征的依赖(先前研究的主要局限性),并为对平面曲率-迁移关系进行严格的经验评估提供了基础。利用连续表征的平面形状和曲率,我从经验上探索了平面曲率对迁移动力学的影响。为此,我使用了平面曲率-迁移关系的精确自回归形式。然后,我采用数字信号处理(DSP)方法,从经验上推导出空间平面曲率-弯道偏移关系,并将经验关系与确定性模型中体现的空间卷积结构进行比较。最后,我评估了环境异质性中随机变量对平面演化的影响。从连续特征化的平台提取的精炼弯折数据的评估揭示了关于平台曲率与迁移率关系的空间特征和时间演变的重要信息。我凭经验表明,线性自回归关系(对应于曲率-迁移关系的纯指数衰减卷积结构)不足以表征上游平面曲率对迁移模式的影响的空间结构。弯曲呈现空间自回归关系的复杂轨迹。为了了解引起这些复杂轨迹的潜在过程,有必要进一步实证研究大范围蜿蜒河流的空间自回归关系。; DSP方法是一种研究空间关系的新颖方法在平面曲率和偏移之间。该方法可以直接凭经验得出上游平面曲率对局部迁移率的影响。在这方面,纯粹出于经验,这项研究与先前的建模工作显着不同,在先前的建模工作中,先验地指定了空间卷积结构。通过对三大自然河段的空间平面曲率-迁移关系的实证研究,我发现上游平面曲率-迁移率关系比简单的指数衰减更为复杂。对于由复合环组成的研究范围,这种关系的空间结构与高阶确定性曲折迁移模型的空间结构一致,从而为这些模型基础的理论假设提供了经验支持。根据经验得出的冲激响应函数并不总是能够令人满意地捕获高度复杂的蜿蜒河流的平面动力学,这表明在某些情况下其他因素(例如随机或下游影响)可能很重要。,使用具有随机成分的确定性模型评估环境条件下随机变异性对平面动力学的影响,发现该变异性对平面迁移动力学具有重要影响。我证明,空间变化和随机分量大小的变化都会增加平面几何形状的不规则性。为了严格探究用随机成分模拟的平面图是否可以复制天然曲折河流的动态,需要对具有和不具有随机成分的天然河流和模型之间的不规则性进行比较分析。光谱分析可能有助于这种比较。总之,本研究通过提高对蜿蜒河流平面动力学的认识,为河流地貌学研究做出了贡献。该研究的知识价值在于确定平面曲率空间结构在曲折迁移动力学中的作用。从研究中获得的新知识为理解和预测蜿蜒河流沿岸的计划变化模式提供了改进的框架。

著录项

  • 作者

    Guneralp, Inci.;

  • 作者单位

    University of Illinois at Urbana-Champaign.;

  • 授予单位 University of Illinois at Urbana-Champaign.;
  • 学科 Physical Geography.
  • 学位 Ph.D.
  • 年度 2007
  • 页码 261 p.
  • 总页数 261
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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