Horizons River and Channel Morphology Report Version3
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Biological Impacts of the Elwha River Dams and Potential Salmonid Responses to Dam Removal
George R. Pess1, NOAA Fisheries, Northwest Fisheries Science Center, 2725 Montlake Boulevard East, Seattle, Washington 98112 Michael L. McHenry, Lower Elwha Klallam Tribe, 2851 Lower Elwha Road, Port Angeles, Washington 98363 Timothy J. Beechie, and Jeremy Davies, NOAA Fisheries, Northwest Fisheries Science Center, 2725 Montlake Boulevard East, Seattle, Washington 98112 Biological Impacts of the Elwha River Dams and Potential Salmonid Responses to Dam Removal Abstract The Elwha River dams have disconnected the upper and lower Elwha watershed for over 94 years. This has disrupted salmon migration and reduced salmon habitat by 90%. Several historical salmonid populations have been extirpated, and remaining popu- lations are dramatically smaller than estimated historical population size. Dam removal will reconnect upstream habitats which will increase salmonid carrying capacity, and allow the downstream movement of sediment and wood leading to long-term aquatic habitat improvements. We hypothesize that salmonids will respond to the dam removal by establishing persistent, self-sustaining populations above the dams within one to two generations. We collected data on the impacts of the Elwha River dams on salmonid populations and developed predictions of species-specific response dam removal. Coho (Oncorhynchus kisutch), Chinook (O. tshawytscha), and steelhead (O. mykiss) will exhibit the greatest spatial extent due to their initial population size, timing, ability to maneuver past natural barriers, and propensity to utilize the reopened alluvial valleys. Populations of pink (O. gorbuscha), chum (O. keta), and sockeye (O. nerka) salmon will follow in extent and timing because of smaller extant populations below the dams. The initially high sediment loads will increase stray rates from the Elwha and cause deleterious effects in the egg to outmigrant fry stage for all species. -
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. -
The Upper James River
Waterproof The Upper James River The James River originates at the only class I or II rapids making it ideal will need to plan a river trip. This guide A Paddle Guide to the Upper confluence of the Jackson and Cowpasture for canoe or kayak trips at normal water includes locations of boat landings, rivers in Botetourt County and forms levels. The white water section below campsites, major rapids, and unique Virginia’s longest and most famous river. Glasgow includes a class III section for historic points of interests along the way. The upper section of the James River those interested in more technical water. This is a great resource for planning day is very scenic with stunning Blue Ridge trips as well as multi-day canoe camping mountain views. Dam releases on the This paddle guide covers the upper 64 expeditions. Jackson River flow releases ensure the miles section from the start of the James upper James River is typically run able river to the Cushaw Dam, just below all season. The first 60 miles contain Snowden. It includes everything a paddler Using This Map George Washington and Rapids (See River Safety panel for class system) Jefferson National Forrest* 30 Mile markers— numbered from start of the James Park* River counting down stream Landmark These maps have been orientated so that the river always flows from the bottom of the map to the top of the map. This allows paddlers to easily orient themselves in the river in terms of river right and left while paddling downstream. Bridge 1km Distance gauge 0 1mi North indicator Canal Boat launch Small boat launch Commercial campground River flow River Informal camping Appalachian Trail Hiking Trail *All land along river bank is private property unless noted otherwise. -
Logistic Analysis of Channel Pattern Thresholds: Meandering, Braiding, and Incising
Geomorphology 38Ž. 2001 281–300 www.elsevier.nlrlocatergeomorph Logistic analysis of channel pattern thresholds: meandering, braiding, and incising Brian P. Bledsoe), Chester C. Watson 1 Department of CiÕil Engineering, Colorado State UniÕersity, Fort Collins, CO 80523, USA Received 22 April 2000; received in revised form 10 October 2000; accepted 8 November 2000 Abstract A large and geographically diverse data set consisting of meandering, braiding, incising, and post-incision equilibrium streams was used in conjunction with logistic regression analysis to develop a probabilistic approach to predicting thresholds of channel pattern and instability. An energy-based index was developed for estimating the risk of channel instability associated with specific stream power relative to sedimentary characteristics. The strong significance of the 74 statistical models examined suggests that logistic regression analysis is an appropriate and effective technique for associating basic hydraulic data with various channel forms. The probabilistic diagrams resulting from these analyses depict a more realistic assessment of the uncertainty associated with previously identified thresholds of channel form and instability and provide a means of gauging channel sensitivity to changes in controlling variables. q 2001 Elsevier Science B.V. All rights reserved. Keywords: Channel stability; Braiding; Incision; Stream power; Logistic regression 1. Introduction loads, loss of riparian habitat because of stream bank erosion, and changes in the predictability and vari- Excess stream power may result in a transition ability of flow and sediment transport characteristics from a meandering channel to a braiding or incising relative to aquatic life cyclesŽ. Waters, 1995 . In channel that is characteristically unstableŽ Schumm, addition, braiding and incising channels frequently 1977; Werritty, 1997. -
Classifying Rivers - Three Stages of River Development
Classifying Rivers - Three Stages of River Development River Characteristics - Sediment Transport - River Velocity - Terminology The illustrations below represent the 3 general classifications into which rivers are placed according to specific characteristics. These categories are: Youthful, Mature and Old Age. A Rejuvenated River, one with a gradient that is raised by the earth's movement, can be an old age river that returns to a Youthful State, and which repeats the cycle of stages once again. A brief overview of each stage of river development begins after the images. A list of pertinent vocabulary appears at the bottom of this document. You may wish to consult it so that you will be aware of terminology used in the descriptive text that follows. Characteristics found in the 3 Stages of River Development: L. Immoor 2006 Geoteach.com 1 Youthful River: Perhaps the most dynamic of all rivers is a Youthful River. Rafters seeking an exciting ride will surely gravitate towards a young river for their recreational thrills. Characteristically youthful rivers are found at higher elevations, in mountainous areas, where the slope of the land is steeper. Water that flows over such a landscape will flow very fast. Youthful rivers can be a tributary of a larger and older river, hundreds of miles away and, in fact, they may be close to the headwaters (the beginning) of that larger river. Upon observation of a Youthful River, here is what one might see: 1. The river flowing down a steep gradient (slope). 2. The channel is deeper than it is wide and V-shaped due to downcutting rather than lateral (side-to-side) erosion. -
An On-Line River Categorisation Tool
UNDERSTAND YOUR RIVER – AN ON-LINE RIVER ATEGORISATION OOL C T Figure 2. The successful River Restoration workshop that JBA ran in May 2012 brought to sharp relief that there is a vast gap in data, information and material availability relating to our understanding of River types natural processes in rivers and on floodplains. This means that many attempts at river restoration and naturalisation remain based around a limited overall understanding utilising a narrow set of Step-pool Description approaches developed largely for un-reactive low gradient heavily modified river channels. Step-pool river reaches are often composed of large boulder groups, forming steps separated by pools. The pools contain finer sediment. The channel is JBA are developing a website detailing the findings of the workshop and providing information and often stable and the channel gradient is steep. Typical features guidance on the character and functioning of rivers in the UK synthesised from academic research Typical features found in this river system include step-pools and rapids. Flow regime (Figure 1) and field experience (Figure 2). Common flow types include chutes and turbulent flow interspersed with pools. Figure 1. Braided Description Braided river reaches are rare in the UK. They occur in areas of high gradients with high bedload. The channel is characterised by a number of threads, which can be highly dynamic particularly during larger floods. Typical features Typical features found in this river system include rapids, riffles, pools and cut-off channels. Flow regime Common flow types include chutes. Rapid Wandering Description A wandering channel type has the characteristics of a braided and active single-thread system , with a smaller bed material size, a shallower slope and wider valley floor. -
Relationships Among Basin Area, Sediment Transport Mechanisms and Wood Storage in Mountain Basins of the Dolomites (Italian Alps)
Monitoring, Simulation, Prevention and Remediation of Dense Debris Flows II 163 Relationships among basin area, sediment transport mechanisms and wood storage in mountain basins of the Dolomites (Italian Alps) E. Rigon, F. Comiti, L. Mao & M. A. Lenzi Department of Land and Agro-Forest Environments, University of Padova, Legnaro, Padova, Italy Abstract The present work analyses the linkages between basin geology, shallow landslides, streambed morphology and debris flow occurrence in several small watersheds of the Dolomites (Italian Alps). Field survey and GIS analysis were carried out in order to seek correlations among basin area, basin geology, spatial frequency of landslides, in-channel wood storage, and local bed slope. Keywords: large woody debris, landslides, bed morphology, Alps. 1 Introduction Along with sediments, shallow landslides in forested basins supply channels with wood elements, which may have a strong impact on both channel morphology/stability and on debris flow dynamics. Headwater channels, which make up 60–80% of the cumulative channel length in mountainous terrain [10, 11], are characterized by a strong coupling between hillslope and channel processes, in contrast to lowland streams. The switch between different transport mechanisms (e.g., bedload transport to debris flows) in the same channel often depends on the occurrence of shallow landslides feeding sediment in otherwise sediment-limited systems. Along with sediments, shallow landslides in forested basins supply channels with wood elements, which may have a strong impact on both channel morphology/stability WIT Transactions on Engineering Sciences, Vol 60, © 2008 WIT Press www.witpress.com, ISSN 1743-3533 (on-line) doi:10.2495/DEB080171 164 Monitoring, Simulation, Prevention and Remediation of Dense Debris Flows II and on debris flow dynamics. -
Drainage Basin Morphology in the Central Coast Range of Oregon
AN ABSTRACT OF THE THESIS OF WENDY ADAMS NIEM for the degree of MASTER OF SCIENCE in GEOGRAPHY presented on July 21, 1976 Title: DRAINAGE BASIN MORPHOLOGY IN THE CENTRAL COAST RANGE OF OREGON Abstract approved: Redacted for privacy Dr. James F. Lahey / The four major streams of the central Coast Range of Oregon are: the westward-flowing Siletz and Yaquina Rivers and the eastward-flowing Luckiamute and Marys Rivers. These fifth- and sixth-order streams conform to the laws of drain- age composition of R. E. Horton. The drainage densities and texture ratios calculated for these streams indicate coarse to medium texture compa- rable to basins in the Carboniferous sandstones of the Appalachian Plateau in Pennsylvania. Little variation in the values of these parameters occurs between basins on igneous rook and basins on sedimentary rock. The length of overland flow ranges from approximately i mile to i mile. Two thousand eight hundred twenty-five to 6,140 square feet are necessary to support one foot of channel in the central Coast Range. Maximum elevation in the area is 4,097 feet at Marys Peak which is the highest point in the Oregon Coast Range. The average elevation of summits in the thesis area is ap- proximately 1500 feet. The calculated relief ratios for the Siletz, Yaquina, Marys, and Luckiamute Rivers are compara- ble to relief ratios of streams on the Gulf and Atlantic coastal plains and on the Appalachian Piedmont. Coast Range streams respond quickly to increased rain- fall, and runoff is rapid. The Siletz has the largest an- nual discharge and the highest sustained discharge during the dry summer months. -
Open Channel Flow
DRAINAGE CRITERIA MANUAL OPEN CHANNEL FLOW CHAPTER 6. OPEN CHANNEL FLOW DESIGN CONTENTS Section Page OC- 1.0 INTRODUCTION .................................................................................................. 1 1.1 Purpose of the Chapter .................................................................................................... 1 1.2 General ............................................................................................................................... 1 1.3 Types of Major Open Channels ....................................................................................... 2 1.4 Issues in Open Channel Planning and Engineering ...................................................... 3 1.5 Fluvial Geomorphology .................................................................................................... 3 1.5.1 Effects of Urbanization on Existing Stream Channels ........................................... 4 1.5.2 Stable Channel Balance ........................................................................................ 4 2.0 OPEN CHANNEL DESIGN PRINCIPLES ............................................................ 5 2.1 General Open Channel Flow Hydraulics ........................................................................ 5 2.1.1 Types of Flow in Open Channels ........................................................................... 5 2.1.2 Roughness Coefficients ......................................................................................... 7 2.1.3 Specific Energy of Channel -
The Form of a Channel
23 GEOMORPHOLOGY 201 READER The bankfull discharge is that flow at which the channel is completely filled. Wide variations are seen in the frequency with which the bankfull discharge occurs, although it generally has a return period of one to two years for many stable alluvial rivers. The geomorphological work carried out by a given flow depends not only on its size but also on its frequency of occurrence over a given period of time. The flow in river channels exerts hydraulic forces on the boundary (bed and banks). An important balance exists between the erosive force of the flow (driving force) and the resistance of the boundary to erosion (resisting force). This determines the ability of a river to adjust and modify the morphology of its channel. One of the main factors influencing the erosive power of a given flow is its discharge: the volume of flow passing through a given cross-section in a given time. Discharge varies both spatially and temporally in natural river channels, changing in a downstream direction and fluctuating over time in response to inputs of precipitation. Characteristics of the flow regime of a river include seasonal variations in discharge, the size and frequency of floods and frequency and duration of droughts. The characteristics of the flow regime are determined not only by the climate but also by the physical and land use characteristics of the drainage basin. Valley setting Channel processes are driven by flow and sediment supply, although the range of channel adjustments that are possible are often restricted by the valley setting. -
Geomorphic and Geologic Controls on Bedrock-Dominated Shoaling
GEOMORPHIC AND GEOLOGIC CONTROLS ON BEDROCK-DOMINATED SHOALING: SPATIAL DISTRIBUTION AND CHARACTERISICS OF SHOALS IN THE CAHABA RIVER by JEREMIAH BISHOP LISA DAVIS, COMMITTEE CHAIR SAGY COHEN JENNIFER EDMONDS A THESIS Submitted in partial fulfillment of the requirements for the degree of Master of Science in the Department of Geography in the Graduate School of the University of Alabama TUSCALOOSA, ALABAMA 2013 Copyright Jeremiah Bishop 2013 ALL RIGHTS RESERVED ABSTRACT Bedrock shoals are geomorphic features located in river systems throughout the world. They are commonly found in bedrock channels of the Eastern United States. Previous studies have identified the importance of these features showing that they are areas of high biologic complexity. Shoals can affect sediment transport dynamics and are capable of acting as nitrate sinks due to the vegetation that inhabits them. However, information regarding their distribution and formation is lacking. In this study, shoaled and non-shoaled reaches throughout the length of the Cahaba River, located in central Alabama, were analyzed to determine the factors responsible for their presence. Flow orientation (expressed and measured as perpendicularity), rock type, and confinement ratio were selected as possible contributing variables based on the existing literature on shoals and bedrock bedforms. Each variable was initially tested using exploratory statistical methods (Mann-Whitney U tests) to determine if there were differences between shoaled and non-shoaled sites. The results of the Mann Whitney U test showed that the all three variables were significantly different when located in a shoaled or non-shoaled reach. This information was then used to conduct a binary logistic regression analysis. -
Recognising Channel and Floodplain Forms
Recognising channel and floodplain forms WATER AND RIVERS September 2002 river restoration COMMISSION Report No. RR17 WATER & RIVERS COMMISSION Hyatt Centre 3 Plain Street East Perth Western Australia 6004 Telephone (08) 9278 0300 Facsimile (08) 9278 0301 We welcome your feedback A publication feedback form can be found at the back of this publication, or online at http://www.wrc.wa.gov.au/public/feedback RECOGNISING CHANNEL AND FLOODPLAIN FORMS Prepared by Dr Clare Taylor jointly funded by WATER AND RIVERS Natural Heritage Trust COMMISSION WATER & RIVERS COMMISSION REPORT NO. RR17 SEPTEMBER 2002 Water and Rivers Commission Waterways WA Program. Managing and enhancing our waterways for the future Acknowledgments This document was prepared by Dr Clare Taylor. All photos by Luke Pen, except where indicated. It is dedicated to Luke Pen in recognition of his passion Publication coordinated by Beth Hughes. This for, and knowledge of, Western Australian rivers. document has been jointly funded by the Natural Heritage Trust and the Water and Rivers Commission. Acknowledgments to Luke Pen, Brian Finlayson (University of Melbourne), Steve Janicke, Peter Muirden and Lisa Cluett. Illustrations by Ian Dickinson. Reference Details The recommended reference for this publication is: Water and Rivers Commission 2002, Recognising Channel and Floodplain Forms. Water and Rivers Commission, River Restoration Report No. RR 17. ISBN 1-9-209-4717-5 [PDF] ISSN 1449-5147 [PDF] Text printed on recycled stock, September 2002 i Water and Rivers Commission Waterways WA Program. Managing and enhancing our waterways for the future Foreword Many Western Australian rivers are becoming degraded The Water and Rivers Commission is the lead agency for as a result of human activity within and along waterways the Waterways WA Program, which is aimed at the and through the off-site effects of catchment land uses.