Grain Sorting in the Morphological Active Layer of a Braided River Physical Model
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Geomorphic Classification of Rivers
9.36 Geomorphic Classification of Rivers JM Buffington, U.S. Forest Service, Boise, ID, USA DR Montgomery, University of Washington, Seattle, WA, USA Published by Elsevier Inc. 9.36.1 Introduction 730 9.36.2 Purpose of Classification 730 9.36.3 Types of Channel Classification 731 9.36.3.1 Stream Order 731 9.36.3.2 Process Domains 732 9.36.3.3 Channel Pattern 732 9.36.3.4 Channel–Floodplain Interactions 735 9.36.3.5 Bed Material and Mobility 737 9.36.3.6 Channel Units 739 9.36.3.7 Hierarchical Classifications 739 9.36.3.8 Statistical Classifications 745 9.36.4 Use and Compatibility of Channel Classifications 745 9.36.5 The Rise and Fall of Classifications: Why Are Some Channel Classifications More Used Than Others? 747 9.36.6 Future Needs and Directions 753 9.36.6.1 Standardization and Sample Size 753 9.36.6.2 Remote Sensing 754 9.36.7 Conclusion 755 Acknowledgements 756 References 756 Appendix 762 9.36.1 Introduction 9.36.2 Purpose of Classification Over the last several decades, environmental legislation and a A basic tenet in geomorphology is that ‘form implies process.’As growing awareness of historical human disturbance to rivers such, numerous geomorphic classifications have been de- worldwide (Schumm, 1977; Collins et al., 2003; Surian and veloped for landscapes (Davis, 1899), hillslopes (Varnes, 1958), Rinaldi, 2003; Nilsson et al., 2005; Chin, 2006; Walter and and rivers (Section 9.36.3). The form–process paradigm is a Merritts, 2008) have fostered unprecedented collaboration potentially powerful tool for conducting quantitative geo- among scientists, land managers, and stakeholders to better morphic investigations. -
Scour and Fill in Ephemeral Streams
SCOUR AND FILL IN EPHEMERAL STREAMS by Michael G. Foley , , " W. M. Keck Laboratory of Hydraulics and Water Resources Division of Engineering and Applied Science CALIFORNIA INSTITUTE OF TECHNOLOGY Pasadena, California 91125 Report No. KH-R-33 November 1975 SCOUR AND FILL IN EPHEMERAL STREAMS by Michael G. Foley Project Supervisors: Robert P. Sharp Professor of Geology and Vito A. Vanoni Professor of Hydraulics Technical Report to: U. S. Army Research Office, Research Triangle Park, N. C. (under Grant No. DAHC04-74-G-0189) and National Science Foundation (under Grant No. GK3l802) Contribution No. 2695 of the Division of Geological and Planetary Sciences, California Institute of Technology W. M. Keck Laboratory of Hydraulics and Water Resources Division of Engineering and Applied Science California Institute of Technology Pasadena, California 91125 Report No. KH-R-33 November 1975 ACKNOWLEDGMENTS The writer would like to express his deep appreciation to his advisor, Dr. Robert P. Sharp, for suggesting this project and providing patient guidance, encouragement, support, and kind criticism during its execution. Similar appreciation is due Dr. Vito A. Vanoni for his guidance and suggestions, and for generously sharing his great experience with sediment transport problems and laboratory experiments. Drs. Norman H. Brooks and C. Hewitt Dix read the first draft of this report, and their helpful comments are appreciated. Mr. Elton F. Daly was instrumental in the design of the laboratory apparatus and the success of the laboratory experiments. Valuable assistance in the field was given by Mrs. Katherine E. Foley and Mr. Charles D. Wasserburg. Laboratory experiments were conducted with the assistance of Ms. -
Variability of Bed Mobility in Natural Gravel-Bed Channels
WATER RESOURCES RESEARCH, VOL. 36, NO. 12, PAGES 3743–3755, DECEMBER 2000 Variability of bed mobility in natural, gravel-bed channels and adjustments to sediment load at local and reach scales Thomas E. Lisle,1 Jonathan M. Nelson,2 John Pitlick,3 Mary Ann Madej,4 and Brent L. Barkett3 Abstract. Local variations in boundary shear stress acting on bed-surface particles control patterns of bed load transport and channel evolution during varying stream discharges. At the reach scale a channel adjusts to imposed water and sediment supply through mutual interactions among channel form, local grain size, and local flow dynamics that govern bed mobility. In order to explore these adjustments, we used a numerical flow model to examine relations between model-predicted local boundary shear stress ( j) and measured surface particle size (D50) at bank-full discharge in six gravel-bed, alternate-bar channels with widely differing annual sediment yields. Values of j and D50 were poorly correlated such that small areas conveyed large proportions of the total bed load, especially in sediment-poor channels with low mobility. Sediment-rich channels had greater areas of full mobility; sediment-poor channels had greater areas of partial mobility; and both types had significant areas that were essentially immobile. Two reach- mean mobility parameters (Shields stress and Q*) correlated reasonably well with sediment supply. Values which can be practicably obtained from carefully measured mean hydraulic variables and particle size would provide first-order assessments of bed mobility that would broadly distinguish the channels in this study according to their sediment yield and bed mobility. -
Morphological Bedload Transport in Gravel-Bed Braided Rivers
Western University Scholarship@Western Electronic Thesis and Dissertation Repository 6-16-2017 12:00 AM Morphological Bedload Transport in Gravel-Bed Braided Rivers Sarah E. K. Peirce The University of Western Ontario Supervisor Dr. Peter Ashmore The University of Western Ontario Graduate Program in Geography A thesis submitted in partial fulfillment of the equirr ements for the degree in Doctor of Philosophy © Sarah E. K. Peirce 2017 Follow this and additional works at: https://ir.lib.uwo.ca/etd Part of the Physical and Environmental Geography Commons Recommended Citation Peirce, Sarah E. K., "Morphological Bedload Transport in Gravel-Bed Braided Rivers" (2017). Electronic Thesis and Dissertation Repository. 4595. https://ir.lib.uwo.ca/etd/4595 This Dissertation/Thesis is brought to you for free and open access by Scholarship@Western. It has been accepted for inclusion in Electronic Thesis and Dissertation Repository by an authorized administrator of Scholarship@Western. For more information, please contact [email protected]. Abstract Gravel-bed braided rivers, defined by their multi-thread planform and dynamic morphology, are commonly found in proglacial mountainous areas. With little cohesive sediment and a lack of stabilizing vegetation, the dynamic morphology of these rivers is the result of bedload transport processes. Yet, our understanding of the fundamental relationships between channel form and bedload processes in these rivers remains incomplete. For example, the area of the bed actively transporting bedload, known as the active width, is strongly linked to bedload transport rates but these relationships have not been investigated systematically in braided rivers. This research builds on previous research to investigate the relationships between morphology, bedload transport rates, and bed-material mobility using physical models of braided rivers over a range of constant channel-forming discharges and event hydrographs. -
American Fisheries Society Bethesda, Maryland Suggested Citation Formats
Aquatic Habitat Assessment Edited by Mark B. Bain and Nathalie J. Stevenson Support for this publication was provided by Sport Fish Restoration Act Funds administered by the U.S. Fish and Wildlife Service Division of Federal Aid Aquatic Habitat Assessment Common Methods Edited by Mark B. Bain and Nathalie J. Stevenson American Fisheries Society Bethesda, Maryland Suggested Citation Formats Entire Book Bain, M. B., and N. J. Stevenson, editors. 1999. Aquatic habitat assessment: common methods. American Fisheries Society, Bethesda, Maryland. Chapter within the Book Meixler, M. S. 1999. Regional setting. Pages 11–24 in M. B. Bain and N. J. Stevenson, editors. Aquatic habitat assessment: common methods. American Fisheries Society, Bethesda, Maryland. Cover illustration, original drawings, and modifications to figures by Teresa Sawester. © 1999 by the American Fisheries Society All rights reserved. Photocopying for internal or personal use, or for the internal or personal use of specific clients, is permitted by AFS provided that the appropriate fee is paid directly to Copyright Clearance Center (CCC), 222 Rosewood Drive, Danvers, Massachusetts 01923, USA; phone 508-750-8400. Request authorization to make multiple copies for classroom use from CCC. These permissions do not extend to electronic distribution or long- term storage of articles or to copying for resale, promotion, advertising, general distribution, or creation of new collective works. For such uses, permission or license must be obtained from AFS. Library of Congress Catalog Number: 99-068788 ISBN: 1-888569-18-2 Printed in the United States of America American Fisheries Society 5410 Grosvenor Lane, Suite 110 Bethesda, Maryland 20814-2199, USA Contents Contributors vii Symbols and Abbreviations viii 05. -
The Spatial Distribution of Bed Sediment on Fluvial System: a Mini Review of the Aceh Meandering River
Aceh Int. J. Sci. Technol., 5(2): 82-87 August 2016 doi: 10.13170/aijst.5.2.4932 Aceh International Journal of Science and Technology ISSN: 2088-9860 Journal homepage: http://jurnal.unsyiah.ac.id/aijst The Spatial Distribution of Bed Sediment on Fluvial System: A Mini Review of the Aceh Meandering River Muhammad Irham Faculty of Marine and Fisheries Science, University of Syiah Kuala, Banda Aceh 23111, Indonesia. Corresponding author, email: [email protected] Received : 2 August 2016 Accepted : 28 August 2016 Online : 31 August2016 Abstract - Dynamic interactions of hydrological and geomorphological processes in the fluvial system result in accumulated deposit on the bed because the capacity to carry sediment has been exceeded. The bed load of the Aceh fluvial system is primarily generated by mechanical weathering resulting in boulders, pebbles, and sand, which roll or bounce along the river bed forming temporary deposits as bars on the insides of meander bends, as a result of a loss of transport energy in the system. This dynamic controls the style and range of deposits in the Aceh River. This study focuses on the spatial distribution of bed-load transport of the Aceh River. Understanding the spatial distribution of deposits facilitates the reconstruction of the changes in controlling factors during accumulation of deposits. One of the methods can be done by sieve analysis of sediment, where the method illuminates the distribution of sediment changes associate with channel morphology under different flow regimes. Hence, the purpose of this mini review is to investigate how the sediment along the river meander spatially dispersed. -
Hydrodynamics of Braiding River
International Journal of Hydrology Review Article Open Access Hydrodynamics of braiding river Abstract Volume 5 Issue 3 - 2021 Braided river reaches and alluvial systems are characterized by their multi-threaded planform LUO Ching-Ruey and agents of sediment transport due to eroding and deposing to form the bars and riffles. In Associate Professor of Department of Civil Engineering, braided river, frequent sediment transport and the quick shifting of the positions about the National Chi-Nan University, Taiwan river channel induce many attentions discussion and relating a complicated consideration of the combinations of disciplines. In this article we introduce its fundamental characteristics Correspondence: LUO Ching-Ruey, Associate Professor of and further the complicated mechanism in the literature and methodologies. The braided Department of Civil Engineering, National Chi-Nan University, channel ecology and the management of braided river are mentioned and discussed, Taiwan, Email especially, the secondary currents, in this paper we explain in detail, the combinations on multiplying of 2-D flow of the velocity fluctuations. The interdisciplinary approach Received: April 28, 2021 | Published: May 10, 2021 on linking engineers, earth scientists and social scientists concerned with environmental economics, planning, and societal and political strategies in order to fully evaluate the validity and reliability of different selections to various timescales is really sensitive. Furthermore, the requirements of public education on reinforcing -
Modelling Confluence Dynamics in Large Sand-Bed Braided Rivers
Earth Surf. Dynam. Discuss., https://doi.org/10.5194/esurf-2018-85 Manuscript under review for journal Earth Surf. Dynam. Discussion started: 18 December 2018 c Author(s) 2018. CC BY 4.0 License. 1 Modelling confluence dynamics in large sand-bed braided rivers 2 Haiyan Yang1, Zhenhuan Liu2 3 1College of Water Conservancy and Civil Engineering, South China Agricultural 4 University, Guangzhou 510642, China; [email protected] 5 2 Guangdong Provincial Key Laboratory of Urbanization and Geo-simulation, School 6 of Geography and Planning, Sun Yat-sen University, Guangzhou 510275, China 7 Correspondence: [email protected] 8 Abstract 9 Confluences are key morphological nodes in braided rivers where flow converges, 10 creating complex flow patterns and rapid bed deformation. Field survey and laboratory 11 experimental studies have been carried out to investigate the morphodynamic features 12 in individual confluences, but few have investigated the evolution process of 13 confluences in large braided rivers. In the current study a physics-based numerical 14 model was applied to simulate a large lowland braided river dominated by suspended 15 sediment transport, and analyzed the morphologic changes at confluences and their 16 controlling factors. It was found that the confluences in large braided rivers exhibit 17 some dynamic processes and geometric characteristics that are similar to those observed 18 in individual confluences arising from two tributaries. However, they also show some 19 unique characteristics that are result from the influence of the overall braided pattern 20 and especially of neighboring upstream channels. 21 Key words: braided river, numerical model, confluence, dynamics, geometry, scour 22 hole 1 Earth Surf. -
Braided River Management: from Assessment of River Behaviour to Improved Sustainable Development
BR_C12.qxd 08/06/2006 16:29 Page 257 Braided river management: from assessment of river behaviour to improved sustainable development HERVÉ PIÉGAY*, GORDON GRANT†, FUTOSHI NAKAMURA‡ and NOEL TRUSTRUM§ *UMR 5600—CNRS, 18 rue Chevreul, 69362 Lyon, cedex 07, France (Email: [email protected]) †USDA Forest Service, Corvallis, USA ‡University of Hokkaido, Japan §Institute of Geological and Natural Sciences, Lower Hatt, New Zealand ABSTRACT Braided rivers change their geometry so rapidly, thereby modifying their boundaries and flood- plains, that key management questions are difficult to resolve. This paper discusses aspects of braided channel evolution, considers management issues and problems posed by this evolution, and develops these ideas using several contrasting case studies drawn from around the world. In some cases, management is designed to reduce braiding activity because of economic considerations, a desire to reduce hazards, and an absence of ecological constraints. In other parts of the world, the eco- logical benefits of braided rivers are prompting scientists and managers to develop strategies to preserve and, in some cases, to restore them. Management strategies that have been proposed for controlling braided rivers include protecting the developed floodplain by engineered structures, mining gravel from braided channels, regulat- ing sediment from contributing tributaries, and afforesting the catchment. Conversely, braiding and its attendant benefits can be promoted by removing channel vegetation, increasing coarse sediment supply, promoting bank erosion, mitigating ecological disruption, and improving planning and devel- opment. These different examples show that there is no unique solution to managing braided rivers, but that management depends on the stage of geomorphological evolution of the river, ecological dynamics and concerns, and human needs and safety. -
Thesis Braided River Response to Eight Decades
THESIS BRAIDED RIVER RESPONSE TO EIGHT DECADES OF HUMAN DISTURBANCE, DENALI NATIONAL PARK AND PRESERVE, AK Submitted by Mariah Richards Department of Geosciences In partial fulfillment of the requirements For the Degree of Master of Science Colorado State University Fort Collins, Colorado Summer 2016 Master’s Committee: Advisor: Sara Rathburn Derek Booth Peter Nelson Ellen Wohl Copyright by Mariah Ellis Richards 2016 All Rights Reserved ABSTRACT BRAIDED RIVER RESPONSE TO EIGHT DECADES OF HUMAN DISTURBANCE, DENALI NATIONAL PARK AND PRESERVE, AK The spatial complexity and stochastic nature of braided rivers complicate our ability to quantify natural rates of sediment transport and limit our understanding of braided river response to human disturbance. The Toklat River in Denali National Park and Preserve, a braided tributary of the Kantishna River draining the north-facing slopes of the Alaska Range, exemplifies these challenges. Eight decades of localized channel confinement due to installation of a causeway in the 1930’s and over three decades of gravel extraction since the 1980’s have occurred on the Toklat River adjacent to the Denali Park Road. A unique, multi-scalar and temporally diverse dataset records the responses of the river over a 10-km reach. I evaluated trends in short-term sediment storage through LiDAR differencing and analyzed long-term planform change using braiding index, braiding beltwidth and topographic ruggedness derived from aerial photographs. Two reference reaches along comparable adjacent braided rivers, with varying levels of confinement and no gravel extraction, illuminate the relative influence of these human disturbances on channel and planform change. Comparisons of 2009 and 2011 LiDAR-derived DEMs showed a statistically significant volumetric loss of -30,300 ± 27,600 m3 over 4 km of active braidplain within the study reach. -
River Maintenance Methods Attachment
Joint Biological Assessment, Part II River Maintenance Methods Attachment River Maintenance Methods Attachment 1. Introduction Each strategy can be implemented using a variety of potential methods. The selection of methods depends upon local river conditions, reach constraints, and environmental effects. Method categories are described in section 3.2.3. Methods are the river maintenance features used to implement reach strategies to meet river maintenance goals. Methods can be used as multiple installations as part of a reach-based approach, at individual sites within the context of a reach- based approach, or at single sites to address a specific river maintenance issue that is separate from a reach strategy. The applicable methods for the Middle Rio Grande (MRG) have been organized into categories of methods with similar features and objectives. Methods may be applicable to more than one category because they can create different effects under various conditions. The method categories are: • Infrastructure Relocation or Setback • Channel Modification • Bank Protection/Stabilization • Cross Channel (River Spanning) Features • Conservation Easements • Change Sediment Supply A caveat should be added that, while these categories of methods are described in general, those descriptions are not applicable in all situations and will require more detailed, site-specific, analysis for implementation. It also should be noted that no single method or method combination is applicable in all situations. The suitability and effectiveness of a given method are a function of the inherent properties of the method and the physical characteristics of each reach and/or site. It is anticipated that new or revised methods will be developed in the future that also could be used on the Middle Rio Grande. -
Understanding Braided River Landform Development Over Decadal Time Scale: Soil and Groundwater As Controls on Biogeomorphic Succession
Unicentre CH-1015 Lausanne http://serval.unil.ch RYear : 2016 Understanding braided river landform development over decadal time scale: soil and groundwater as controls on biogeomorphic succession. Bätz Nico Bätz Nico, 2016, Understanding braided river landform development over decadal time scale: soil and groundwater as controls on biogeomorphic succession. Originally published at : Thesis, University of Lausanne Posted at the University of Lausanne Open Archive http://serval.unil.ch Document URN : urn:nbn:ch:serval-BIB_CB468C1D42D59 Droits d’auteur L'Université de Lausanne attire expressément l'attention des utilisateurs sur le fait que tous les documents publiés dans l'Archive SERVAL sont protégés par le droit d'auteur, conformément à la loi fédérale sur le droit d'auteur et les droits voisins (LDA). A ce titre, il est indispensable d'obtenir le consentement préalable de l'auteur et/ou de l’éditeur avant toute utilisation d'une oeuvre ou d'une partie d'une oeuvre ne relevant pas d'une utilisation à des fins personnelles au sens de la LDA (art. 19, al. 1 lettre a). A défaut, tout contrevenant s'expose aux sanctions prévues par cette loi. Nous déclinons toute responsabilité en la matière. Copyright The University of Lausanne expressly draws the attention of users to the fact that all documents published in the SERVAL Archive are protected by copyright in accordance with federal law on copyright and similar rights (LDA). Accordingly it is indispensable to obtain prior consent from the author and/or publisher before any use of a work or part of a work for purposes other than personal use within the meaning of LDA (art.