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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. -
Characteristics and Importance of Rill and Gully Erosion: a Case Study in a Small Catchment of a Marginal Olive Grove
Cuadernos de Investigación Geográfica 2015 Nº 41 (1) pp. 107-126 ISSN 0211-6820 DOI: 10.18172/cig.2644 © Universidad de La Rioja CHARACTERISTICS AND IMPORTANCE OF RILL AND GULLY EROSION: A CASE STUDY IN A SMALL CATCHMENT OF A MARGINAL OLIVE GROVE E.V. TAGUAS1*, E. GUZMÁN1, G. GUZMÁN1, T. VANWALLEGHEM1, J.A. GÓMEZ2 1Rural Engineering Department/ Agronomy Department, University of Cordoba, Campus Rabanales, Leonardo Da Vinci building, 14071 Córdoba, Spain. 2Institute for Sustainable Agriculture, CSIC, Apartado 4084, 14080 Córdoba, Spain. ABSTRACT. Measurements of gullies and rills were carried out in an olive or- chard microcatchment of 6.1 ha over a 4-year period (2010-2013). No tillage management allowing the development of a spontaneous grass cover was imple- mented in the study period. Rainfall, runoff and sediment load were measured at the catchment outlet. The objectives of this study were: 1) to quantify erosion by concentrated flow in the catchment by analysis of the geometric and geomor- phologic changes of the gullies and rills between July 2010 and July 2013; 2) to evaluate the relative percentage of erosion derived from concentrated runoff to total sediment yield; 3) to explain the dynamics of gully and rill formation based on the hydrological patterns observed during the study period; and 4) to improve the management strategies in the olive grove. Control sections in gullies were established in order to get periodic measurements of width, depth and shape in each campaign. This allowed volume changes in the concentrated flow network to be evaluated over 3 periods (period 1 = 2010-2011; period 2 = 2011-2012; and period 3 = 2012-2013). -
Shoreline Management in Chesapeake Bay C
Shoreline Management In Chesapeake Bay C. S. Hardaway, Jr. and R. J. Byrne Virginia Institute of Marine Science College of William and Mary 1 Cover Photo: Drummond Field, Installed 1985, James River, James City County, Virginia. This publication is available for $10.00 from: Sea Grant Communications Virginia Institute of Marine Science P. O. Box 1346 Gloucester Point, VA 23062 Special Report in Applied Marine Science and Ocean Engineering Number 356 Virginia Sea Grant Publication VSG-99-11 October 1999 Funding and support for this report were provided by... Virginia Institute of Marine Science Virginia Sea Grant College Program Sea Grant Contract # NA56RG0141 Virginia Coastal Resource Management Program NA470Z0287 WILLIAM& MARY Shoreline Management In Chesapeake Bay By C. Scott Hardaway, Jr. and Robert J. Byrne Virginia Institute of Marine Science College of William and Mary Gloucester Point, Virginia 23062 1999 4 Table of Contents Preface......................................................................................7 Shoreline Evolution ................................................................8 Shoreline Processes ..............................................................16 Wave Climate .......................................................................16 Shoreline Erosion .................................................................20 Reach Assessment ................................................................23 Shoreline Management Strategies ......................................24 Bulkheads and Seawalls -
Sustainable Drainage Systems Maximising the Potential for People and Wildlife
The RSPB is the UK charity working to secure a healthy environment for 978-1-905601-41-7 birds and wildlife, helping to create a better world for us all. Our Conservation Management Advice team works to improve the conservation status of priority habitats and species by promoting best- practice advice to land managers. www.rspb.org.uk The Wildfowl & Wetlands Trust (WWT) is one of the world’s largest and most respected wetland conservation organisations working globally to safeguard and improve wetlands for wildlife and people. Founded in 1946 by the late Sir Peter Scott, WWT also operates a unique UK-wide network of specialist wetland centres that protect over 2,600 hectares of important wetland habitat and inspire people to connect with and value wetlands and their wildlife. All of our work is supported by a much valued membership base of over 200,000 people. WWT’s mission is to save wetlands for wildlife and for people and we will achieve this through: • Inspiring people to connect with and value wetlands and their wildlife. • Demonstrating and promoting the importance and benefits of wetlands. • Countering threats to wetlands. • Creating and restoring wetlands and protecting key wetland sites. • Saving threatened wetland species. www.wwt.org.uk Supported by: Sustainable drainage systems Maximising the potential for people and wildlife A guide for local authorities and developers The Royal Society for the Protection of Birds (RSPB) is a registered charity: England & Wales no. 207076, Scotland no. SC037654 The Wildfowl & Wetlands Trust Limited is a charity (1030884 England and Wales, SC039410 Scotland) and a company limited by guarantee (2882729 England). -
Erosion and Sediment Transport Modelling in Shallow Waters: a Review on Approaches, Models and Applications
International Journal of Environmental Research and Public Health Review Erosion and Sediment Transport Modelling in Shallow Waters: A Review on Approaches, Models and Applications Mohammad Hajigholizadeh 1,* ID , Assefa M. Melesse 2 ID and Hector R. Fuentes 3 1 Department of Civil and Environmental Engineering, Florida International University, 10555 W Flagler Street, EC3781, Miami, FL 33174, USA 2 Department of Earth and Environment, Florida International University, AHC-5-390, 11200 SW 8th Street Miami, FL 33199, USA; melessea@fiu.edu 3 Department of Civil Engineering and Environmental Engineering, Florida International University, 10555 W Flagler Street, Miami, FL 33174, USA; fuentes@fiu.edu * Correspondence: mhaji002@fiu.edu; Tel.: +1-305-905-3409 Received: 16 January 2018; Accepted: 10 March 2018; Published: 14 March 2018 Abstract: The erosion and sediment transport processes in shallow waters, which are discussed in this paper, begin when water droplets hit the soil surface. The transport mechanism caused by the consequent rainfall-runoff process determines the amount of generated sediment that can be transferred downslope. Many significant studies and models are performed to investigate these processes, which differ in terms of their effecting factors, approaches, inputs and outputs, model structure and the manner that these processes represent. This paper attempts to review the related literature concerning sediment transport modelling in shallow waters. A classification based on the representational processes of the soil erosion and sediment transport models (empirical, conceptual, physical and hybrid) is adopted, and the commonly-used models and their characteristics are listed. This review is expected to be of interest to researchers and soil and water conservation managers who are working on erosion and sediment transport phenomena in shallow waters. -
Prevent Soil Erosion on Your Property
How to Use Sandbags Filling Filling sandbags is best done with two people. Fill half full with sand if available or local soil. ������������ ���������� Stacking PREVENT SOIL EROSION Fold top of sandbag down and rest the bag on its top on the stack. Top should be facing upstream. Stamp the bag into place. Complete each layer before starting the next layer. Stagger the layers. Stack no more than three layers high unless they are ON YOUR ROPERTY against a building or stacked pyramid-style. P Sandbag diversion HOMEOWNER S GUIDE TO EROSION CONTROL ��������������� ������������� Sandbags will redirect water away from property but will not A ' �������������� ������������ seal out water. Place sandbags with the folded top toward the upstream or uphill direction. Sandbags are temporary and will deteriorate after several months. DO’S AND DON’TS Do: Don’t: • Contact your local Flood Control Agency or Public Works • Under-estimate the power of debris flows. Authority- Installing these erosion control devices on your property may not be sufficient to thwart extreme flows. • Walk or drive across swiftly flowing water. • Try to direct debris flows away from your property to a • Wait until storms arrive to make a plan. recognized drainage device or to the street. • Try to confine the flows more than is necessary. • Clear a path for debris. • Direct flow to neighbor’s property. • Place protective measures to divert debris, not dam it. • Board up windows facing the flow • Work with your neighbors. Don’t Forget to Plan for Erosion Control ALL YEAR ROUND In an effort to help landowners protect their Preventing runoff during the spring and summer is equally as Soil erosion can happen property, professional NRCS Conservationists important as preventing erosion. -
A Guide to Temporary Erosion-Control Measures for Contractors, Designers and Inspectors
A Guide to Temporary Erosion-Control Measures for Contractors, Designers and Inspectors June 2001 North Dakota Department of Health Division of Water Quality A Guide to Temporary Erosion-Control Measures for Contractors, Designers and Inspectors June 2001 North Dakota Department of Health Division of Water Quality 1200 Missouri Ave. PO Box 5520 Bismarck, ND 58506-5520 701.328.5210 ÿ Table of Contents ÿ PURPOSE AND USE OF THIS MANUAL........................................................................................................... III PURPOSE........................................................................................................................................................................III USE..................................................................................................................................................................................III ÿ NDPDES PERMITS ................................................................................................................................................ IV ÿ DESIGN OBJECTIVES............................................................................................................................................V ÿ SELECTION CHART............................................................................................................................................. VI ÿ SECTION 1 − BALE DITCH CHECKS............................................................................................................... 1-1 PURPOSE AND OPERATION................................................................................................................................... -
Design of Riprap Revetment HEC 11 Metric Version
Design of Riprap Revetment HEC 11 Metric Version Welcome to HEC 11-Design of Riprap Revetment. Table of Contents Preface Tech Doc U.S. - SI Conversions DISCLAIMER: During the editing of this manual for conversion to an electronic format, the intent has been to convert the publication to the metric system while keeping the document as close to the original as possible. The document has undergone editorial update during the conversion process. Archived Table of Contents for HEC 11-Design of Riprap Revetment (Metric) List of Figures List of Tables List of Charts & Forms List of Equations Cover Page : HEC 11-Design of Riprap Revetment (Metric) Chapter 1 : HEC 11 Introduction 1.1 Scope 1.2 Recognition of Erosion Potential 1.3 Erosion Mechanisms and Riprap Failure Modes Chapter 2 : HEC 11 Revetment Types 2.1 Riprap 2.1.1 Rock Riprap 2.1.2 Rubble Riprap 2.2 Wire-Enclosed Rock 2.3 Pre-Cast Concrete Block 2.4 Grouted Rock 2.5 Paved Lining Chapter 3 : HEC 11 Design Concepts 3.1 Design Discharge 3.2 Flow Types 3.3 Section Geometry 3.4 Flow in Channel Bends 3.5 Flow Resistance 3.6 Extent of Protection 3.6.1 Longitudinal Extent 3.6.2 Vertical Extent 3.6.2.1 Design Height 3.6.2.2 Toe Depth Chapter 4 : HEC 11 Design Guidelines for Rock Riprap 4.1 Rock Size Archived 4.1.1 Particle Erosion 4.1.1.1 Design Relationship 4.1.1.2 Application 4.1.2 Wave Erosion 4.1.3 Ice Damage 4.2 Rock Gradation 4.3 Layer Thickness 4.4 Filter Design 4.4.1 Granular Filters 4.4.2 Fabric Filters 4.5 Material Quality 4.6 Edge Treatment 4.7 Construction Chapter 5 : HEC 11 Rock -
TAHQUITZ CREEK TRAIL MASTER PLAN Background, Goals and Design Standards Tahquitz Creek Trail Master Plan
TAHQUITZ CREEK T RAIL MASTER PLAN PREPARED FOR: THE CITY OF PALM SPRINGS PARKS & RECREATION DEPARTMENT PREPARED BY: ALTA PLANNING + DESIGN WITH RBF CONSULTING MARCH 2010 ACKNOWLEDGEMENTS Deep appreciati on to the neighborhood groups and community members who conti nue to work ti relessly to bring the vision of the Tahquitz Creek Trail to fruiti on. Steering Committ ee Members Council Member Ginny Foat April Hildner Jim Lundin Bill Post Max Davila Lauri Aylaian Steve Sims Mike Hutchison Renee Cain Nanna D. A. Nanna Sharon Heider, Director City of Palm Springs Department of Parks and Recreati on 401 South Pavilion Way P.O. Box 2743 Palm Springs, CA 922-2743 George Hudson, Principal Karen Vitkay, Project Manager Alta Planning + Design, Inc. 711 SE Grand Avenue Portland, Oregon 97214 www.altaplanning.com RBF Consulti ng Brad Mielke, S.E., P.E. 74-130 Country Club Drive, Suite 201 Palm Desert, CA 92260-1655 www.RBF.com TABLE OF CONTENTS Background, Goals and Design and Standards .............................................1 Background ...................................................................................................... 2 Vision Statement .............................................................................................. 2 Goals and Objecti ves ........................................................................................ 3 Trail Design Standards .......................................................................................4 Multi -Use Trail Design ...................................................................................... -
Rill Erosion on an Oxisol Influenced by a Thin Compacted Layer 1383
RILL EROSION ON AN OXISOL INFLUENCED BY A THIN COMPACTED LAYER 1383 Nota RILL EROSION ON AN OXISOL INFLUENCED BY A THIN COMPACTED LAYER(1) Edivaldo Lopes Thomaz(2) SUMMARY The presence of compacted layers in soils can induce subprocesses (e.g., discontinuity of water flow) and induces soil erosion and rill development. This study assesses how rill erosion in Oxisols is affected by a plow pan. The study shows that changes in hydraulic properties occur when the topsoil is eroded because the compacted layer lies close below the surface. The hydraulic properties that induce sediment transport and rill formation (i.e., hydraulic thresholds at which these processes occur) are not the same. Because of the resistance of the compacted layer, the hydraulic conditions leading to rill incision on the soil surface differed from the conditions inducing rill deepening. The Reynolds number was the best hydraulic predictor for both processes. The formed rills were shallow and could easily be removed by tillage between crops. However, during rill development, large amounts of soil and contaminants could also be transferred. Index terms: conventional tillage, plow-pan, hydropedology, surface runof, rill erosion. RESUMO: EROSÃO EM RAVINA EM UM LATOSSOLO INFLUENCIADO POR UMA CAMADA COMPACTADA RASA A presença de uma camada compactada no solo pode induzir a subprocessos como a descontinuidade hidráulica e impor outros limiares para a erosão dele e o desenvolvimento de ravina. Neste estudo foi avaliado como a erosão em ravina em um Latossolo é influenciada por um pé-de-grade. No estudo ficou demonstrado que ocorre mudança nas variáveis hidráulicas quando o topo do solo é erodido e a camada compactada fica próxima da superfície. -
Driving Directions Lower Yakima MP 19 PLEASE READ the ENTIRE MESSAGE
Driving Directions Lower Yakima MP 19 PLEASE READ THE ENTIRE MESSAGE. If you have questions after reading this email don’t hesitate to contact us. (509)964-2530 • [email protected] Before Your Rafting Trip: 1. Check the weather and dress appropriately (avoid cotton on cold days) 2. Bring water and snacks for the float (No Glass and No Styrofoam) 4. Make sure to show up on time. If you are 30 or more minutes late and do not contact us, you may be charged $20 an hour until you arrive. If you call us before your reservation time we are usually able to waive this fee. Meeting location is at mile marker 19 on Canyon Road between Ellensburg and Yakima. The current meeting location does not have an address. Please follow the directions below. Directions from I-90 (Heading either East or West): 1. Take exit 109, Ellensburg/Canyon road off of I-90 2. Turn left at the stop. 3. Continue on this road (Canyon Rd) for 9 miles 4. Look for mile marker 19 5. There is a wide section off the road with limited parking, park here and look for a Rill Adventures Employee. 6. Once you check in with a Rill Adventures employee you will follow the shuttle bus to Big Pines and get shuttled back mile marker 19.** **Big Pines Parking: You will need to pay $5 per car to park at Big Pines. Please bring cash with you for the parking fee. Every reservation comes with paddles and personal floatation devices (PFDs). Each person will be fitted with a PFD by a Rill Adventures staff member. -
Homeowners Guide for Flood, Debris Flow, and Erosion Control How Storms Can Effect Your Property
BE PREPARED! HOMEOWNERS GUIDE FOR FLOOD, DEBRIS FLOW, AND EROSION CONTROL HOW STORMS CAN EFFECT YOUR PROPERTY UNPROTECTED HOMES RAIN STORMS Heavy and sustained rainfall from winter storms cause millions and, at times, billions of dollars in property damage annually. Planning and preparing against these disastrous effects, especially in hillside areas, can reduce or eliminate damage to homes and property. This pamphlet provides homeowners and residents some useful methods for controlling the damage possible from such storms. Page 1 POTENTIAL FOR DESTRUCTION Rain falling on barren or sparsely planted slopes has great destructive potential. When rain strikes a bare slope it washes and carries off the soil surface with the runoff. This erosive effect becomes destructive as the soil surface becomes saturated and the flow increases in volume and velocity. Generated mud and debris flows scour and gouge out the slope creating deep furrows in its surface. Under prolonged rainfall, the slope may even become saturated resulting in a slope failure or landslide. HOMES PROTECTED FROM MAJOR DAMAGE Page 2 Mud and debris flows not only damage slopes, but also have sufficient momentum to damage structures in their path, at times resulting in severe injuries and fatalities to building occupants. Mud and debris flows consist of mud, brush, and trees that are moved by storm water. These flows may range in degree of severity from small mud slides to large landslides moving with destructive force down to the bottom of the slope. In either case this is of serious consequence to the property owner. MUD AND DEBRIS FLOW DIVERTED BY SANDBAGS HOW TO PREPARE Early planning and continued maintenance reduce the damaging effects of storms.