Rill Development, Headcut Migration, and Sediment Efflux from an Evolving Experimental Landscape
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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). -
Erosion-1.Pdf
R E S O U R C E L I B R A R Y E N C Y C L O P E D I C E N T RY Erosion Erosion is the geological process in which earthen materials are worn away and transported by natural forces such as wind or water. G R A D E S 6 - 12+ S U B J E C T S Earth Science, Geology, Geography, Physical Geography C O N T E N T S 9 Images For the complete encyclopedic entry with media resources, visit: http://www.nationalgeographic.org/encyclopedia/erosion/ Erosion is the geological process in which earthen materials are worn away and transported by natural forces such as wind or water. A similar process, weathering, breaks down or dissolves rock, but does not involve movement. Erosion is the opposite of deposition, the geological process in which earthen materials are deposited, or built up, on a landform. Most erosion is performed by liquid water, wind, or ice (usually in the form of a glacier). If the wind is dusty, or water or glacial ice is muddy, erosion is taking place. The brown color indicates that bits of rock and soil are suspended in the fluid (air or water) and being transported from one place to another. This transported material is called sediment. Physical Erosion Physical erosion describes the process of rocks changing their physical properties without changing their basic chemical composition. Physical erosion often causes rocks to get smaller or smoother. Rocks eroded through physical erosion often form clastic sediments. -
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. -
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 ...................................................................................... -
495 Unique Replogle Flume Installations at The
UNIQUE REPLOGLE FLUME INSTALLATIONS AT THE TRUCKEE CARSON IRRIGATION DISTRICT Stuart Styles1 Brandon Downing2 Walter Winder3 ABSTRACT The Water Measurement Program (WMP) for Truckee Carson Irrigation District (TCID) began in 1997, when the Irrigation Training and Research Center (ITRC) of Cal Poly State University was asked to develop a volumetric measurement plan for TCID, funded by the U.S. Bureau of Reclamation, Mid-Pacific Region. This program was intended to develop and install reasonably accurate turnout delivery measurement techniques in the district. As part of the WMP, TCID was required to install a number of new open- channel measurement devices. TCID opted for the Replogle flume as its primary flow measurement device using the newly developed WinFlume computer program. A few key problems prevented TCID from using the typical Replogle flume design that is used in most irrigation districts. For example, the majority of flow measurement sites were to be installed in earthen channels. In addition, the head loss available at each of the sites was relatively small for this type of structure. This required a new design where the cross section and the ramp portion of the flume had to be incorporated in the same construction package. The process used in the design and the unique aspects of construction used on these projects are documented in this paper. INTRODUCTION With demand on worldwide water supplies continually increasing, it is necessary to find ways to both improve the efficiency of its use as well as promote conservation. In order to achieve these simultaneous goals, good water management is required that relies on effective and practical flow measurement. -
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. -
First Things First
Runoff Water that doesn’t soak into the ground or evaporate but instead flows across Earth’s surface. Factors That Affect Runoff Amount of Rain Length of Time Rain Falls Slope of Land Vegetation Rill Erosion Rill erosion begins when a small stream forms during a heavy rain. Gully Erosion A rill channel becomes broader and deeper and forms gullies. Sheet Erosion When water that is flowing as sheets picks up and carries away sediment. Stream Erosion As the water in a stream moves along, it picks up sediments from the bottom and sides of its channel. By this process, a stream channel becomes deeper and wider. A DRAINAGE BASIN is the area of land from which a stream or river collects runoff. Largest in the United States is the MISSISSIPPI RIVER DRAINAGE BASIN. Young Streams May have white water rapids and waterfalls. Has a high level of energy and erodes the stream bottom faster than its sides. Mature Streams Flows more smoothly. Erodes more along its sides and curves develop. Old Streams Flows even more smoothly through a broad, flat floodplain that it has deposited. A dam is built to control the water flow downstream. It may be built of soil, sand, or steel and concrete Levees are mounds of earth that are built along the sides of a river. #54 – Delta – Sediment that is deposited as water empties into an ocean or lake forms a triangular, or fan-shaped deposit called a delta. Alluvial fan – When the river waters empty from a mountain valley onto an open plain, the deposit is called an alluvial fan. -
Fort Wayne Riverfront Phase 1 Park Foundation Pavilion
Project Number - 16-0864-Q Page 1 Fort Wayne Riverfront Phase 1 Park Foundation Pavilion Weekly Progress Update for Week Ending 3/10/19 Past Week of Progress * Prep, Grind, Stain, and Seal Event Space Concrete Floor * Layout MEP Underground Rough-Ins Within the Vendor Space at the Pavilion * Demo Concrete Floors and Gypsum Board at Walls For MEP Rough-Ins * Install Door Hardware at Aluminum Doors Next Week Look Ahead * Start Installation of MEP Rough-Ins Within Vendor Area * Start Touch-Up Paint Throughout the Pavilion Space * Install Floor Protection at All Stained Floor Locations * Start Installation of Sprinkler Heads/Escutcheons Throughout Pavilion Milestone Events * Week of 3/25/19 Start Decorative Canal Timber Wall Within Event Space Park Foundation Pavilion Progress Photos Project Number - 16-0864-Q Page 2 Fort Wayne Riverfront Phase 1 River Work North/South Shore & Misc. Site Excavation Weekly Progress Update for Week Ending 3/10/19 Past Two Weeks of Progress * Wreck Sweetwater Bandshell Seatwall Forms * Form and Pour Lower Section of S7AB Stairs * Form, Prep, and Pour W1C Seatwall at * Form, Prep, and Pour Weir Gate Walls at Kids Canal Water Feature * Excavate, Form, Prep, and Pour Rill Foundations and Rill Slab Closing Access Road * Excavate to Grade at W3D/W3C Terraced Seating at Ambassador Ent. Amphitheatre * Demo Abutment and Approach at Harrison Street Bridge * Excavate, Form, Prep, and Pour Kids Canal Rill Bridge Foundations * Prep Subgrade, Form, Prep, and Pour North Dock Topping Slab * Form, Prep, and Pour Lower S6 Stairs at Ambassador Enterprises Amphitheatre * Detail Parkview TCT Steel Section Connections (Steel/Concrete and Steel/Steel) * Start Parkview TCT IPE Decking Infill * Excavate, Form, Prep, & Pour North and South Seatwall Footings Attached @ Bandshell * Form South Wall Extension Attached to Bandshell Seatwall * Form W3E and W3D Terraced Seating Radius at Ambassador Ent. -
Rill and Gully Formation Following the 2010 Schultz Fire
Rill and Gully Formation Following the 2010 Schultz Fire Daniel G. Nearya, Karen A. Koestnera, Ann Youbergb, Peter E. Koestnerc, aUSDA Forest Service, Rocky Mountain Research Station, 2500 Pine Knoll Drive, Flagstaff, Arizona 86001 bArizona Geological Survey, 416 Congress Street, Suite 100, Tucson, Arizona 85701 cUSDA Forest Service, Rocky Mountain Research Station, Tonto National Forest, 2324 East McDowell Road, Phoenix, AZ 85006 (USA). Abstract: The Schultz Fire burned 6,100 ha on the eastern slopes of the San Francisco Peaks across moderate to very steep ponderosa pine and mixed conifer watersheds. There was widespread occurrence of high severity fire, with several watersheds classified as over 50% high severity. This resulted in moderate to severe water repellency in most soils, especially those on steep slopes. Prior to the fire there were no rills or gullies as the soil was protected by a thick O horizon. This protective organic layer was consumed leaving the soil exposed to raindrop impact and erosion. A series of flood events beginning in mid-July 2010 initiated erosion from the upper slopes of the watersheds. Substantial amounts of soil was eroded from hillslopes via a newly formed rill and gully system, removing the A horizon and much of the B horizon. The development of an extensive rill and gully network fundamentally changed the hydrologic response of the upper portions of every catchment. The intense, short duration rainfall of the 2010 monsoon interacted with slope, water repellency and extensive areas of bare soil to produce flood flows an order of magnitude in excess of flows produced by similar pre-fire rainfall events. -
Flume Test Simulation and Study of Salt and Fresh Water Mixing Influenced by Tidal Reciprocating Flow
water Article Flume Test Simulation and Study of Salt and Fresh Water Mixing Influenced by Tidal Reciprocating Flow Weiyi Xia *, Xiaodong Zhao, Riming Zhao and Xinzhou Zhang Key Laboratory of Port, Waterway and Sedimentation Engineering of the Ministry of Transport, Nanjing Hydraulic Research Institute, Nanjing 210029, China; [email protected] (X.Z.); [email protected] (R.Z.); [email protected] (X.Z.) * Correspondence: [email protected]; Tel.: +86-1381-306-6839 Received: 19 February 2019; Accepted: 18 March 2019; Published: 20 March 2019 Abstract: The salt-fresh water mixing is one of the basic topics of estuarine dynamics research. In partially mixed and highly stratified mixed estuaries, the structure of stratified flow is complicated by density gradient and tidal reciprocating flow. The velocity and salinity structures have been experimentally studied in a flume which is 167.8 m long, 0.5 m wide, and 0.5 m deep. The processes of the tidal levels, the flood and ebb current, and the salt-fresh water mixing have been simulated. Furthermore, the partially mixed and highly stratified mixed types have been repeatability showed in the flume, by solving the problems of experiment control and saltwater recycling. The control variable method has been used to dialectically analyze the influence of tidal range and runoff volume on the velocity and salinity distribution. The tide and runoff are respectively considered to affect the mixing type in two contradictory ways. In the condition of tidal reciprocating flow, the periodical change of interface stability has been investigated. It is considered that the interface stability is closely related to the vertical gradient of density and velocity.