Erosion and Avulsion Hazard Mapping and Methodologies for Use in the Nooksack River Channel Migration Zone Mapping
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RIVERINE EROSION HAZARD AREAS Mapping Feasibility Study
FEDERAL EMERGENCY MANAGEMENT AGENCY TECHNICAL SERVICES DIVISION HAZARDS STUDY BRANCH RIVERINE EROSION HAZARD AREAS Mapping Feasibility Study September 1999 FEDERAL EMERGENCY MANAGEMENT AGENCY TECHNICAL SERVICES DIVISION HAZARDS STUDY BRANCH RIVERINE EROSION HAZARD AREAS Mapping Feasibility Study September 1999 Cover: House hanging 18 feet over the Clark Fork River in Sanders County, Montana, after the river eroded its bank in May 1997. Photograph by Michael Gallacher. Table of Contents Report Preparation........................................................................................xi Acknowledgments.........................................................................................xii Executive Summary......................................................................................xiv 1. Introduction........................................................................................1 1.1. Description of the Problem...........................................................................................................1 1.2. Legislative History.........................................................................................................................1 1.2.1. National Flood Insurance Act (NFIA), 1968 .......................................................................3 1.2.2. Flood Disaster Act of 1973 ...............................................................................................4 1.2.3. Upton-Jones Amendment, 1988........................................................................................4 -
Influence of a Dam on Fine-Sediment Storage in a Canyon River Joseph E
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 111, F01025, doi:10.1029/2004JF000193, 2006 Influence of a dam on fine-sediment storage in a canyon river Joseph E. Hazel Jr.,1 David J. Topping,2 John C. Schmidt,3 and Matt Kaplinski1 Received 24 June 2004; revised 18 August 2005; accepted 14 November 2005; published 28 March 2006. [1] Glen Canyon Dam has caused a fundamental change in the distribution of fine sediment storage in the 99-km reach of the Colorado River in Marble Canyon, Grand Canyon National Park, Arizona. The two major storage sites for fine sediment (i.e., sand and finer material) in this canyon river are lateral recirculation eddies and the main- channel bed. We use a combination of methods, including direct measurement of sediment storage change, measurements of sediment flux, and comparison of the grain size of sediment found in different storage sites relative to the supply and that in transport, in order to evaluate the change in both the volume and location of sediment storage. The analysis shows that the bed of the main channel was an important storage environment for fine sediment in the predam era. In years of large seasonal accumulation, approximately 50% of the fine sediment supplied to the reach from upstream sources was stored on the main-channel bed. In contrast, sediment budgets constructed for two short-duration, high experimental releases from Glen Canyon Dam indicate that approximately 90% of the sediment discharge from the reach during each release was derived from eddy storage, rather than from sandy deposits on the main-channel bed. -
Protection Against Wave-Based Erosion
Protection against Wavebased Erosion The guidelines below address the elements of shore structure design common to nearly all erosion control structures subject to direct wave action and run-up. 1. Minimize the extent waterward. Erosion control structures should be designed with the smallest waterward footprint possible. This minimizes the occupation of the lake bottom, limits habitat loss and usually results in a lower cost to construct the project. In the case of stone revetments, the crest width should be only as wide as necessary for a stable structure. In general, the revetment should follow the cross-section of the bluff or dune and be located as close to the bluff or dune as possible. For seawalls, the distance that the structure extends waterward of the upland must be minimized. If the seawall height is appropriately designed to prevent the majority of overtopping, there is no engineering rationale based only on erosion control which justifies extending a seawall out into the water. 2. Minimize the impacts to adjacent properties. The design of the structure must consider the potential for damaging adjacent property. Projects designed to extend waterward of the shore will affect the movement of littoral material, reducing the overall beach forming process which in turn may cause accelerated erosion on adjacent or down-drift properties with less protective beaches. Seawalls, (and to a lesser extent, stone revetments) change the direction (wave reflection) and intensity of wave energy along the shore. Wave reflection can cause an increase in the total energy at the seawall or revetment interface with the water, allowing sand and gravel to remain suspended in the water, which will usually prevent formation of a beach directly fronting the structure. -
Lesson 4: Sediment Deposition and River Structures
LESSON 4: SEDIMENT DEPOSITION AND RIVER STRUCTURES ESSENTIAL QUESTION: What combination of factors both natural and manmade is necessary for healthy river restoration and how does this enhance the sustainability of natural and human communities? GUIDING QUESTION: As rivers age and slow they deposit sediment and form sediment structures, how are sediments and sediment structures important to the river ecosystem? OVERVIEW: The focus of this lesson is the deposition and erosional effects of slow-moving water in low gradient areas. These “mature rivers” with decreasing gradient result in the settling and deposition of sediments and the formation sediment structures. The river’s fast-flowing zone, the thalweg, causes erosion of the river banks forming cliffs called cut-banks. On slower inside turns, sediment is deposited as point-bars. Where the gradient is particularly level, the river will branch into many separate channels that weave in and out, leaving gravel bar islands. Where two meanders meet, the river will straighten, leaving oxbow lakes in the former meander bends. TIME: One class period MATERIALS: . Lesson 4- Sediment Deposition and River Structures.pptx . Lesson 4a- Sediment Deposition and River Structures.pdf . StreamTable.pptx . StreamTable.pdf . Mass Wasting and Flash Floods.pptx . Mass Wasting and Flash Floods.pdf . Stream Table . Sand . Reflection Journal Pages (printable handout) . Vocabulary Notes (printable handout) PROCEDURE: 1. Review Essential Question and introduce Guiding Question. 2. Hand out first Reflection Journal page and have students take a minute to consider and respond to the questions then discuss responses and questions generated. 3. Handout and go over the Vocabulary Notes. Students will define the vocabulary words as they watch the PowerPoint Lesson. -
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. -
Seasonal Flooding Affects Habitat and Landscape Dynamics of a Gravel
Seasonal flooding affects habitat and landscape dynamics of a gravel-bed river floodplain Katelyn P. Driscoll1,2,5 and F. Richard Hauer1,3,4,6 1Systems Ecology Graduate Program, University of Montana, Missoula, Montana 59812 USA 2Rocky Mountain Research Station, Albuquerque, New Mexico 87102 USA 3Flathead Lake Biological Station, University of Montana, Polson, Montana 59806 USA 4Montana Institute on Ecosystems, University of Montana, Missoula, Montana 59812 USA Abstract: Floodplains are comprised of aquatic and terrestrial habitats that are reshaped frequently by hydrologic processes that operate at multiple spatial and temporal scales. It is well established that hydrologic and geomorphic dynamics are the primary drivers of habitat change in river floodplains over extended time periods. However, the effect of fluctuating discharge on floodplain habitat structure during seasonal flooding is less well understood. We collected ultra-high resolution digital multispectral imagery of a gravel-bed river floodplain in western Montana on 6 dates during a typical seasonal flood pulse and used it to quantify changes in habitat abundance and diversity as- sociated with annual flooding. We observed significant changes in areal abundance of many habitat types, such as riffles, runs, shallow shorelines, and overbank flow. However, the relative abundance of some habitats, such as back- waters, springbrooks, pools, and ponds, changed very little. We also examined habitat transition patterns through- out the flood pulse. Few habitat transitions occurred in the main channel, which was dominated by riffle and run habitat. In contrast, in the near-channel, scoured habitats of the floodplain were dominated by cobble bars at low flows but transitioned to isolated flood channels at moderate discharge. -
Sandbridge Beach FONSI
FINDING OF NO SIGNIFICANT IMPACT Issuance of a Negotiated Agreement for Use of Outer Continental Shelf Sand from Sandbridge Shoal in the Sandbridge Beach Erosion Control and Hurricane Protection Project Virginia Beach, Virginia Pursuant to the National Environmental Policy Act (NEPA), Council on Environmental Quality regulations implementing NEPA (40 CFR 1500-1508) and Department of the Interior (DOI) regulations implementing NEPA (43 CFR 46), the Bureau of Ocean Energy Management (BOEM) prepared an environmental assessment (EA) to determine whether the issuance of a negotiated agreement for the use of Outer Continental Shelf (OCS) sand from Sandbridge Shoal Borrow Areas A and B for the Sandbridge Beach Erosion Control and Hurricane Protection Project near Virginia Beach, VA would have a significant effect on the human environment and whether an environmental impact statement (EIS) should be prepared. Several NEPA documents evaluating impacts of the project have been previously prepared by both the US Army Corps of Engineers (USACE) and BOEM. The USACE described the affected environment, evaluated potential environmental impacts (initial construction and nourishment events), and considered alternatives to the proposed action in a 2009 EA. This EA was subsequently updated and adopted by BOEM in 2012 in association with the most recent 2013 Sandbridge nourishment effort (BOEM 2012). Prior to this, BOEM (previously Minerals Management Service [MMS]) was a cooperating agency on several EAs for previous projects (MMS 1997; MMS 2001; MMS 2006). This current EA, prepared by BOEM, supplements and summarizes the aforementioned 2012 analysis. BOEM has reviewed all prior analyses, supplemented additional information as needed, and determined that the potential impacts of the current proposed action have been adequately addressed. -
Trip Planner
National Park Service U.S. Department of the Interior Grand Canyon National Park Grand Canyon, Arizona Trip Planner Table of Contents WELCOME TO GRAND CANYON ................... 2 GENERAL INFORMATION ............................... 3 GETTING TO GRAND CANYON ...................... 4 WEATHER ........................................................ 5 SOUTH RIM ..................................................... 6 SOUTH RIM SERVICES AND FACILITIES ......... 7 NORTH RIM ..................................................... 8 NORTH RIM SERVICES AND FACILITIES ......... 9 TOURS AND TRIPS .......................................... 10 HIKING MAP ................................................... 12 DAY HIKING .................................................... 13 HIKING TIPS .................................................... 14 BACKPACKING ................................................ 15 GET INVOLVED ................................................ 17 OUTSIDE THE NATIONAL PARK ..................... 18 PARK PARTNERS ............................................. 19 Navigating Trip Planner This document uses links to ease navigation. A box around a word or website indicates a link. Welcome to Grand Canyon Welcome to Grand Canyon National Park! For many, a visit to Grand Canyon is a once in a lifetime opportunity and we hope you find the following pages useful for trip planning. Whether your first visit or your tenth, this planner can help you design the trip of your dreams. As we welcome over 6 million visitors a year to Grand Canyon, your -
Timescale Dependence in River Channel Migration Measurements
TIMESCALE DEPENDENCE IN RIVER CHANNEL MIGRATION MEASUREMENTS Abstract: Accurately measuring river meander migration over time is critical for sediment budgets and understanding how rivers respond to changes in hydrology or sediment supply. However, estimates of meander migration rates or streambank contributions to sediment budgets using repeat aerial imagery, maps, or topographic data will be underestimated without proper accounting for channel reversal. Furthermore, comparing channel planform adjustment measured over dissimilar timescales are biased because shortand long-term measurements are disproportionately affected by temporary rate variability, long-term hiatuses, and channel reversals. We evaluate the role of timescale dependence for the Root River, a single threaded meandering sand- and gravel-bedded river in southeastern Minnesota, USA, with 76 years of aerial photographs spanning an era of landscape changes that have drastically altered flows. Empirical data and results from a statistical river migration model both confirm a temporal measurement-scale dependence, illustrated by systematic underestimations (2–15% at 50 years) and convergence of migration rates measured over sufficiently long timescales (> 40 years). Frequency of channel reversals exerts primary control on measurement bias for longer time intervals by erasing the record of observable migration. We conclude that using long-term measurements of channel migration for sediment remobilization projections, streambank contributions to sediment budgets, sediment flux estimates, and perceptions of fluvial change will necessarily underestimate such calculations. Introduction Fundamental concepts and motivations Measuring river meander migration rates from historical aerial images is useful for developing a predictive understanding of channel and floodplain evolution (Lauer & Parker, 2008; Crosato, 2009; Braudrick et al., 2009; Parker et al., 2011), bedrock incision and strath terrace formation (C. -
Variable Hydrologic and Geomorphic Responses to Intentional Levee Breaches Along the Lower Cosumnes River, California
Received: 21 April 2016 Revised: 29 March 2017 Accepted: 30 March 2017 DOI: 10.1002/rra.3159 RESEARCH ARTICLE Not all breaks are equal: Variable hydrologic and geomorphic responses to intentional levee breaches along the lower Cosumnes River, California A. L. Nichols1 | J. H. Viers1,2 1 Center for Watershed Sciences, University of California, Davis, California, USA Abstract 2 School of Engineering, University of The transport of water and sediment from rivers to adjacent floodplains helps generate complex California, Merced, California, USA floodplain, wetland, and riparian ecosystems. However, riverside levees restrict lateral connectiv- Correspondence ity of water and sediment during flood pulses, making the re‐introduction of floodplain hydrogeo- A. L. Nichols, Center for Watershed Sciences, morphic processes through intentional levee breaching and removal an emerging floodplain University of California, Davis, California, USA. restoration practice. Repeated topographic observations from levee breach sites along the lower Email: [email protected] Cosumnes River (USA) indicated that breach architecture influences floodplain and channel hydrogeomorphic processes. Where narrow breaches (<75 m) open onto graded floodplains, Funding information California Department of Fish and Wildlife archetypal crevasse splays developed along a single dominant flowpath, with floodplain erosion (CDFW) Ecosystem Restoration Program in near‐bank areas and lobate splay deposition in distal floodplain regions. Narrow breaches (ERP), Grant/Award Number: E1120001; The opening into excavated floodplain channels promoted both transverse advection and turbulent Nature Concervancy (TNC); Consumnes River Preserve diffusion of sediment into the floodplain channel, facilitating near‐bank deposition and potential breach closure. Wide breaches (>250 m) enabled multiple modes of water and sediment transport onto graded floodplains. -
Marine Nearshore Restoration Recommendations Whatcom County Shoreline Management Project
Marine Nearshore Restoration Recommendations Whatcom County Shoreline Management Project 1 7 Old Fish 6 Packers Pier Tongue Point Blaine Marina Site Specific Recommendations t pi S o o hm ia m e S Semiahmoo Restoration Site 5 Marina Shoreline Reach Breaks The large platform and foundation could be removed to restore the beach and fringing marsh D Shoreline Modifications 1 2 a kota Cr 3 Removal of bulkheads that protrude into 4 Retaining Walls Remove the intertidal dilapidated Groins and Jetties dock 5 6 Miscellaneous Structures 1 7 C al 8 Piers ifo rn ia 9 2 C r Platforms 4 3 C r 4 nd Bulkheads ra rt Birch Point 5 e Outfall PipesB Cottonwood Beach 6 Building (Shorelines Only) 7 Administrative Boundries r 2 e Birch Bay v Village Marina 3 i 8 R Lummi Nation k Remove groins and bulkheads c a along Birch Bay Drive to restore upper s k beach and backshore habitats Whatcom County oo N e m ns t Mai 2 For more information on restoration sites, includi1ng non site-specific recommendations, see the Whatcom County Shoreline Management Project Inventory & 1 Characterization Report (Backgr1ound document Vol. I) and the Marine Resources Committee Document, Restoration Recommendations by Shoreline Reach by Coastal Ge1o1logic Services and Adolfson and9 Assoc1ia0 tes (2006). 2 DATA SOURCES: Restoration Sites - Coastal Geologic Remove bulkheads along these bluffs, which are the sole Services, Inc., Mod8ifications - WC 2005 (Pictometry 2004), T sediment source for accretionary shoreforms and valuable er r ell C Outfall Pipes - REsources, DNR, Pictometry, Contour lines 2 habitat in Birch Bay and State Park reaches r 1 10 meter intervals, USGS Elevation labels in feet. -
Hells Canyon 5 Day to Heller
Trip Logistics and Itinerary 5 days, 4 nights Wine & Food on the Snake River in Hells Canyon Trip Starts: Minam, OR Trip Ends: Minam, OR Put-in: Hell’s Canyon Dam, OR Take-out: Heller Bar, WA (23 miles south of Asotin, WA) Trip length: 79 miles Class III-IV rapids Each Trip varies slightly with size of group, interests of guests, etc. This is a “typical” trip itinerary that will vary. Day before Launch: Stop at Minam on your way to your motel in Wallowa or Enterprise to pick up your dry bag and go over the morning itinerary. Day 1: If staying in Wallowa at the Mingo Motel we will pick you up at 6:15 am. If staying in Enterprise we will pick you up at the Ponderosa Motel in our shuttle van at 6:45 am. Travel to Hells Canyon Dam Launch site (3hr drive from Minam) with a bathroom break at the Hells Canyon Overlook. Meet your guides, go over basic safety talk, and load into rafts between 10 and 11 am. Lunch will be served riverside. Enjoy awe inspiring geology, spot wildlife. Run some of the biggest whitewater of the trip, first up Wild Sheep Rapid. Stop to scout Granite Rapid and view Nez Perce pictographs. Arrive in camp between 3-4pm. Evening camp time: swim, hike, play games, relax! Approximately 6pm: Wine and Hor D’oevres presented by Chef Andrae and the featured Winery. Approximately 7 pm dinner presented by chef Andrae Bopp. Day 2: Coffee is ready by 6 am. Leisurely breakfast between 7 and 8 am.