Streams & Floods
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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. -
Flood Hazard of Dunedin's Urban Streams
Flood hazard of Dunedin’s urban streams Review of Dunedin City District Plan: Natural Hazards Otago Regional Council Private Bag 1954, Dunedin 9054 70 Stafford Street, Dunedin 9016 Phone 03 474 0827 Fax 03 479 0015 Freephone 0800 474 082 www.orc.govt.nz © Copyright for this publication is held by the Otago Regional Council. This publication may be reproduced in whole or in part, provided the source is fully and clearly acknowledged. ISBN: 978-0-478-37680-7 Published June 2014 Prepared by: Michael Goldsmith, Manager Natural Hazards Jacob Williams, Natural Hazards Analyst Jean-Luc Payan, Investigations Engineer Hank Stocker (GeoSolve Ltd) Cover image: Lower reaches of the Water of Leith, May 1923 Flood hazard of Dunedin’s urban streams i Contents 1. Introduction ..................................................................................................................... 1 1.1 Overview ............................................................................................................... 1 1.2 Scope .................................................................................................................... 1 2. Describing the flood hazard of Dunedin’s urban streams .................................................. 4 2.1 Characteristics of flood events ............................................................................... 4 2.2 Floodplain mapping ............................................................................................... 4 2.3 Other hazards ...................................................................................................... -
Stream Restoration, a Natural Channel Design
Stream Restoration Prep8AICI by the North Carolina Stream Restonltlon Institute and North Carolina Sea Grant INC STATE UNIVERSITY I North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless of race, color, creed, national origin, religion, sex, age or disability. In addition, the two Universities welcome all persons without regard to sexual orientation. Contents Introduction to Fluvial Processes 1 Stream Assessment and Survey Procedures 2 Rosgen Stream-Classification Systems/ Channel Assessment and Validation Procedures 3 Bankfull Verification and Gage Station Analyses 4 Priority Options for Restoring Incised Streams 5 Reference Reach Survey 6 Design Procedures 7 Structures 8 Vegetation Stabilization and Riparian-Buffer Re-establishment 9 Erosion and Sediment-Control Plan 10 Flood Studies 11 Restoration Evaluation and Monitoring 12 References and Resources 13 Appendices Preface Streams and rivers serve many purposes, including water supply, The authors would like to thank the following people for reviewing wildlife habitat, energy generation, transportation and recreation. the document: A stream is a dynamic, complex system that includes not only Micky Clemmons the active channel but also the floodplain and the vegetation Rockie English, Ph.D. along its edges. A natural stream system remains stable while Chris Estes transporting a wide range of flows and sediment produced in its Angela Jessup, P.E. watershed, maintaining a state of "dynamic equilibrium." When Joseph Mickey changes to the channel, floodplain, vegetation, flow or sediment David Penrose supply significantly affect this equilibrium, the stream may Todd St. John become unstable and start adjusting toward a new equilibrium state. -
South Fox Meadow Drainage Improvement Project
VILLAGE OF SCARSDALE WESTCHESTER COUNTY, NEW YORK COMPREHENSIVE STORM WATER MANAGEMENT SOUTH FOX MEADOW STORMWATER IMPROVEMENT PROJECT In association with WESTCHESTER COUNTY FLOOD MITIGATION PROGRAM Rob DeGiorgio, P.E., CPESC, CPSWQ The Bronx River Watershed Fox Meadow Brook Bronx River Watershed Area in Westchester 48.3 square miles (30,932 acres) 15 Sub-watersheds Percent of undeveloped land in the Watershed 3.3% (0.8 acres in Fox Meadow Brook (FMB) FMB watershed) 928 acres (5.7% of watershed) Bronx River Watershed Fox Meadow Brook George Field Park High School Duck Pond Project Philosophy and Goals •Provide flood mitigation within the Fox Meadow Brook Drainage Basin. •Reduce peak run off rates in the Bronx River Watershed through dry detention storage. •Rehabilitate and preserve natural landscapes and wetlands through invasive species management and re- construction. •Improve water quality. • Petition for and obtain County grant funding to subsidize the project. Village of Scarsdale Fox Meadow Brook Watershed SR-2 BR-4 SR-3 BR-7 BR-8 SR-5 Village of Scarsdale History •In 2009 the Village completed a Comprehensive Storm Water Management Plan. •Critical Bronx River sub drainage basin areas identified inclusive of Fox Meadow Brook (BR-4, BR-7, BR-8). •26 Capital Improvement Projects were identified, several of which comprise the Fox Meadow Detention Improvement Project. •Project included in Village’s Capital Budget. •Project has been reviewed by the NYS DEC. •NYS EFC has approved financing for the project granting Scarsdale a 50% subsidy for their local share of the costs. Village of Scarsdale Site Locations – 7 Segments 7 Project Segments 1. -
Tualatin River Basin Rapid Stream Assessment Technique (RSAT)
Tualatin River Basin Rapid Stream Assessment Technique (RSAT) Watersheds 2000 Field Methods Clean Water Services Watershed Management Division 155 North First Ave Hillsboro, OR 97124 July 2000 Acknowledgements Rapid Stream Assessment Technique Adapted from Rapid Stream Assessment Technique (RSAT) Field Methods 1996 Montgomery County Department of Environmental Protection Division of Water Resources Management Montgomery County, Maryland and Department of Environmental Programs Metropolitan Washington Council of Governments 777 North Capitol St., NE Washington, DC 20002 Rapid Stream Assessment Technique Table of Contents Page I. Introduction.............................................................................. 1 I. Tualatin Basin RSAT Field Protocols..................................... 2 A. Field Survey Preparation, Planning, and Data Organization......................2 A. Stream Flow Characterization Valley Profile, Reach Gradient..................3 Velocity Volume/discharge A. Stream Cross Section Characterization ........................................................4 Bankfull Width Bed Width Wetted Width Average Wetted Depth Maximum Bankfull Depth Over Bank Height Bankfull Height Bank Angle Ratio A. Stream Channel Characterization..................................................................7 Bank Material Bank Stability and Undercut Banks Recent Bed Downcutting Dominant Bed Material Deposition Material Embeddedness A. Water Quality.................................................................................................11 -
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. -
Stream Visual Assessment Manual
U.S. Fish & Wildlife Service Stream Visual Assessment Manual Cane River, credit USFWS/Gary Peeples U.S. Fish & Wildlife Service Conasauga River, credit USFWS Table of Contents Introduction ..............................................................................................................................1 What is a Stream? .............................................................................................................1 What Makes a Stream “Healthy”? .................................................................................1 Pollution Types and How Pollutants are Harmful ........................................................1 What is a “Reach”? ...........................................................................................................1 Using This Protocol..................................................................................................................2 Reach Identification ..........................................................................................................2 Context for Use of this Guide .................................................................................................2 Assessment ........................................................................................................................3 Scoring Details ..................................................................................................................4 Channel Conditions ...........................................................................................................4 -
Topic: Drainage Basins As Open Systems 3.1.1.2 Runoff, Hydrographs & Changes in the Water Cycle Over Time
Topic: Drainage basins as open systems 3.1.1.2 Runoff, hydrographs & changes in the water cycle over time What you need to know How runoff varies within the water cycle. How to analyse a flood hydrograph How the water cycle changes over time Introduction: Runoff (the flow of water over the Earth’s surface) can vary depending upon a range of physical and human factors. These include: • Time of year. • Storm conditions. • Vegetation cover. • Soil saturation levels. • Topography & relief. • Agricultural land use. • Urban land use. Physical factors affecting runoff: Time of year In temperate climates, where seasonal change is evident, runoff levels can vary greatly throughout the year. In summer, runoff levels can be low due to a reduction in rainfall. Soil saturation levels will be low and therefore any rainfall at this point can easily infiltrate into the ground. However, intense baking of the soil by the sun can lead to the soil becoming effectively impermeable and summer storms can lead to high levels of runoff as the rain is unable to soak in. This can lead to flash flooSAMPLEds. In winter, precipitation may be in the form of snow and the water may be stored on the ground due to low temperatures. Warmer temperatures in spring may lead to snowmelt and this can lead to the soil reaching field capacity quickly. Further meltwater will therefore run over the surface. © Tutor2u Limited 2016 www.tutor2u.net Topic: Drainage basins as open systems 3.1.1.2 Runoff, hydrographs & changes in the water cycle over time Storm conditions Intense storms with heavy rainfall can lead to soils quickly becoming saturated. -
Stream Gradient Settings Variable
Designing Sustainable Landscapes: Stream gradient settings variable A project of the University of Massachusetts Landscape Ecology Lab Principals: • Kevin McGarigal, Professor • Brad Compton, Research Associate • Ethan Plunkett, Research Associate • Bill DeLuca, Research Associate • Joanna Grand, Research Associate With support from: • US Fish and Wildlife Service, North Atlantic-Appalachian Region • Northeast Climate Adaptation Science Center (USGS) • University of Massachusetts, Amherst Reference: McGarigal K, Compton BW, Plunkett EB, DeLuca WV, and Grand J. 2020. Designing sustainable landscapes: stream gradient settings variable. Report to the North Atlantic Conservation Cooperative, US Fish and Wildlife Service, Northeast Region. DSL Data Products: Stream gradient General description Stream gradient is one of several ecological settings variables that collectively characterize the biophysical setting of each 30 m cell at a given point in time (McGarigal et al 2020). Stream gradient (Fig. 1) is a measure of the percent slope of a stream, which is a primary determinate of water velocity and thus sediment and nutrient transport, and habitat for aquatic plants, invertebrate, fish, and other organisms. Stream gradient is often approximated by categories such as pool, riffle, run, and cascade. Stream gradient is 0% for lentic waterbodies, palustrine, and uplands. It ranges from 0% to infinity (theoretically) for streams. We set a ceiling of gradient at 100%, and then log-scale the trimmed gradient. Use and interpretation of this layer This ecological settings variable is used for the similarity and connectedness ecological integrity metrics. This layer carries the following assumptions: • The digital elevation model is accurate. Although this seems to be true at broader scales, the NED does include many fine-scale ∞ errors. -
Nutrient Delivery from the Mississippi River to the Gulf of Mexico And
the entire landscape must be considered if hydrologic and water quality models are doi:10.2489/jswc.69.1.26 used to predict the delivery of sediment and nutrients. Similarly, the contribution of other sources (including noncultivated lands, urban areas, forests, and the direct discharge Nutrient delivery from the Mississippi of waste water to streams and rivers) should be accounted for. In addition, processes River to the Gulf of Mexico and effects of occurring in streams, lakes, and reservoirs affect the fate of pollutants as they are trans- cropland conservation ported through the system and should also be included. M.J. White, C. Santhi, N. Kannan, J.G. Arnold, D. Harmel, L. Norfleet, P. Allen, M. DiLuzio, X. Comprehensive water quality simulation Wang, J. Atwood, E. Haney, and M. Vaughn Johnson at the scale of the Mississippi River Basin (MRB, 3,220,000 km2 [1,240,000 mi2]) is Abstract: Excessive nutrients transported from the Mississippi River Basin (MRB) have cre- a difficult task; thus, only a few modeling ated a hypoxic zone within the Gulf of Mexico, with numerous negative ecological effects. efforts at that scale have been conducted Copyright © 2014 Soil and Water Conservation Society. All rights reserved. Furthermore, federal expenditures on agricultural conservation practices have received to date. The contiguous United States was Journal of Soil and Water Conservation intense scrutiny in recent years. Partly driven by these factors, the USDA Conservation simulated by Srinivasan et al. (1998) in the Effects Assessment Project (CEAP) recently completed a comprehensive evaluation of nutri- Hydrologic Unit Model for the United ent sources and delivery to the Gulf. -
2.1 Regional Setting the Upper Schoharie Creek Watershed Is
2.1 Regional Setting The Upper Schoharie Creek watershed is located in the southeastern region of NY State (Fig 2.1.1). Approximately 80% of the 93 mi2 main stem watershed lies within the towns of Hunter, Jewett, Lexington, and Prattsville. The remainder of the watershed lies within Gilboa and Roxbury, with small pieces in Ashland and Conesville. The entire watershed basin is 316 mi2 and receives waters from other creeks such as the Batavia Kill, West Kill and East Kill. The entire watershed basin also includes Windham and small parts of Jefferson, Stamford, and Halcot (Fig 2.1.2). Approximately 75% of the Schoharie Creek watershed is located within the Catskill Park. Figure 2.1.1 Schoharie Creek watershed counties In 1885, the Catskill and Adirondack Forest Preserves were established by the NY State Assembly. An 1894 amendment to the New York State Constitution (now Article 14) directs “the lands of the State now owned or hereafter acquired, constituting the forest preserve as now fixed by law, shall be forever kept as wild forest lands. They shall not be leased, sold or exchanged, or be taken by any corporation, public or private, nor shall the timber thereon be sold, removed or destroyed” (NYS DEC, 2006). In 1904, the Catskill Park was designated, establishing a boundary or ‘blue line’ around the Forest Preserve and private land as well. Over the years the Catskill Park grew, and now comprises roughly 700,000 acres, about half of which is public Forest Preserve. The Catskill and Adirondack Parks are nationally unique because they are a checkerboard of public and private land; a grand experiment in how nature and human society can State Land historical marker Schoharie Creek Management Plan 2.1.1 coexist in a landscape (Catskill Center1, 2006). -
Addressing the Impact of Gavins Point Dam on the Lowermost~1400 Kilometers of the Missouri River
University of South Carolina Scholar Commons Theses and Dissertations 2016 Addressing The mpI act Of Gavins Point Dam On The Lowermost~1400 Kilometers Of The iM ssouri River Gregory Leaphart University of South Carolina Follow this and additional works at: https://scholarcommons.sc.edu/etd Part of the Civil Engineering Commons Recommended Citation Leaphart, G.(2016). Addressing The Impact Of Gavins Point Dam On The Lowermost~1400 Kilometers Of The Missouri River. (Master's thesis). Retrieved from https://scholarcommons.sc.edu/etd/3919 This Open Access Thesis is brought to you by Scholar Commons. It has been accepted for inclusion in Theses and Dissertations by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. ADDRESSING THE IMPACT OF GAVINS POINT DAM ON THE LOWERMOST ~1400 KILOMETERS OF THE MISSOURI RIVER by Gregory Leaphart Bachelor of Science Clemson University, 2013 ___________________________________________ Submitted in Partial Fulfillment of the Requirements For the Degree of Master of Science in Civil Engineering College of Engineering and Computing University of South Carolina 2016 Accepted by: Enrica Viparelli, Director of Thesis Jasim Imran, Reader Seydehzahra Zhara Samadi, Reader Cheryl L. Addy, Vice Provost and Dean of The Graduate School © Copyright by Gregory Leaphart, 2016 All Rights Reserved ii ACKNOWLEDGEMENTS Appreciation is extended toward Dr. Enrica Viparelli for her guidance and direction throughout the duration of graduate school and the thesis process. Gratitude is also given to Zeyad Sulaiman for his assistance throughout the duration of the thesis process. Hybrid Engineering, Inc. and CDM Smith are to be thanked for the extension of employment in spite of the time commitment required by graduate school and the thesis process.