Physical Geography
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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 Channel and Vegetation Monitoring Reportreport,,,, 2005 Through 2008
Resurrection Creek Stream and Riparian Restoration Project Stream Channel and Vegetation Monitoring ReportReport,,,, 2005 through 2008 USDA Forest Service Chugach National Forest January 2009 Resurrection Creek Restoration Monitoring Report January 2009 Resurrection Creek Stream and Riparian Restoration Project Stream Channel and Vegetation Monitoring Report 2005 through 2008 USDA Forest Service Chugach National Forest Seward Ranger District Bill MacFarlane, Chugach National Forest Hydrologist Rob DeVelice, Chugach National Forest Ecologist Dean Davidson, Chugach National Forest Soil Scientist (retired) January 2009 1 Resurrection Creek Restoration Monitoring Report January 2009 Summary______________________________________________________________ The Resurrection Creek Stream Restoration project was implemented in 2005 and 2006, with project area revegetation continuing through 2008. Stream channel morphology and vegetation have been monitored in 2005, 2006, 2007, and 2008. This report compiles the 2008 data and summarizes the 4 years of monitoring data and the short-term response of the project area to the restoration. Each of the project objectives established prior to the implementation of this project were fully or partially accomplished. These included variables that quantify channel pattern, channel profile, side channels, aquatic habitat, and riparian vegetation. While the target values may not have been met in all cases, the intent of each objective was met through restoration. The response of the project area in the 3 years following restoration represents the short- term response to restoration. While numerous changes can occur in this period as the morphology and vegetation adjusts to the new conditions, no major channel changes have occurred on Resurrection Creek or its side channels, and vegetation growth in the riparian area has occurred as expected. -
C. Natural Stream Processes
Natural Stream Processes Guide No. 03 Streams in their natural state are dy- agency officials, and others to start a recycle nutrients from natural pollution namic ecosystems that perform many thoughtful inquiry into the true source sources, such as leaf fall, to purifying beneficial functions. Natural streams of local stream management problems. the water. The natural stream tends and their flood plains convey water The material contained in this guide to maintain itself through the flushing and sediment, temporarily store excess makes evident that the source of many flows of annual floods that clear the flood water, filter and entrap sediment stream problems is in the watershed, channel of accumulated sediments, and pollutants in overbank areas, far from the main stream channel. debris, and encroaching vegetation. recharge and discharge groundwater, Landowners, local officials, and oth- Extreme floods may severely disrupt naturally purify instream flows, and ers concerned with streams need to the stream on occasion, but the natural provide supportive habitat for diverse work together across property lines balance of the stream ecosystem is plant and animal species. The stream and jurisdictional boundaries to find restored rapidly when it is in a state of corridors wherein these beneficial func- suitable solutions to stream problems dynamic equilibrium. tions occur give definition to the land and to implement practices to protect, and offer “riverscapes” with aesthetic restore and maintain healthy stream qualities that are attractive to people. ecosystems. CHANNEL FORMING Human activities that impact stream AND RECONDITIONING ecosystems can and often do cause STREAMS ARE problems by impairing stream functions PROCESSES and beneficial uses of the resource. -
Johnson Creek Restoration Project Effectiveness Monitoring
Bureau of Environmental Services • City of Portland Johnson Creek Restoration Projects Effectiveness Monitoring Reporting on data collected from 1997 through 2010 DECEMBER 2012 Dan Saltzman, Commissioner Dean Marriott, Director Dan Saltzman, Commissioner • Dean Marriott, Director Acknowledgements Implementation of the effectiveness monitoring program for restoration projects in the Johnson Creek Watershed has drawn on the expertise, support, and dedication of a number of individuals. We thank them for making this report possible. City of Portland, Environmental Services Staff Jennifer Antak, Johnson Creek Effectiveness Monitoring Program Lead Sean Bistoff Trevor Diemer Mathew Dorfman Steven Kass Theophilus Malone Chris Prescott Gregory Savage Wendy Sletten Maggie Skenderian Ali Young Supporting Organizations and Consultants Oregon Watershed Enhancement Board Salmon River Engineering ‐ Janet Corsale, PE CPESC Portland State University ‐ Denisse Fisher Contents Introduction .........................................................................................................................1 Johnson Creek Overview ...................................................................................................1 Project Effectiveness Monitoring Program....................................................................12 Overview ........................................................................................................................12 Monitoring Methods.....................................................................................................13 -
Lateral Migration of the Red River, in the Vicinity of Grand Forks, North Dakota Dylan Babiracki
University of North Dakota UND Scholarly Commons Undergraduate Theses and Senior Projects Theses, Dissertations, and Senior Projects 2015 Lateral Migration of the Red River, in the Vicinity of Grand Forks, North Dakota Dylan Babiracki Follow this and additional works at: https://commons.und.edu/senior-projects Recommended Citation Babiracki, Dylan, "Lateral Migration of the Red River, in the Vicinity of Grand Forks, North Dakota" (2015). Undergraduate Theses and Senior Projects. 114. https://commons.und.edu/senior-projects/114 This Thesis is brought to you for free and open access by the Theses, Dissertations, and Senior Projects at UND Scholarly Commons. It has been accepted for inclusion in Undergraduate Theses and Senior Projects by an authorized administrator of UND Scholarly Commons. For more information, please contact [email protected]. | 1 Lateral migration of the Red River, in the vicinity of Grand Forks, North Dakota Dylan Babiracki Harold Hamm School of Geology and Geologic Engineering, University of North Dakota, 81 Cornell St., Grand Forks, ND 58202-8358 1. Abstract River channels are dynamic landforms that play an important role in understanding the alluvial changes occurring within this area. The evolution of the Red River of the North within the shallow alluvial valley was investigated within a 60 river mile area north and south of Grand Forks, North Dakota. Despite considerable research along the Red River of the North, near St. Jean Baptiste, Manitoba, little is known about the historical channel dynamics within the defined study area. A series of 31 measurements were taken using three separate methods to document the path of lateral channel migration along areas of this highly sinuous, low- gradient river. -
Physical Landscapes of the UK 1. Where Are the UK's Main Upland
Lesson 1: Physical Landscapes of the UK 1. Where are the UK’s main upland areas? North and west 2. Where are the majority of the UK’s cities? Lowland areas on the UK’s main rivers 3. Listen to the following descriptions and name the physical landscapes: a) ‘Part of the Highlands. Home to Ben Nevis, the highest mountain in the UK. Steep, rocky and sparsely populated.’ Grampian mountains b) ‘A National Park located in the north-west of England that is very popular with tourists. This is due to the glaciated environment that has formed spectacular scenery that includes many bodies of water.’ Lake District c) ‘A National Park located in northern Wales. It was designated a national park due to its spectacular glaciated scenery with steep mountains and valleys.’ Snowdonia d) ‘An area on the north-east coast that is eroding rapidly due to the underlying soft boulder clay. The eroded material has been transported in a southerly direction to form Spurn Head.’ Holderness Coast e) ‘An area on the south-western coast that stands proud within the landscape. The alternate bands of hard and soft rock has led to the formation of headlands and bays and associated landforms.’ Dorset coast f) ‘Flat low-lying marshy area on the eastern side of the UK near Norfolk. A lot of this area has been drained for farming.’ The Fens g) ‘A wide lower valley with flood plain upon which Glasgow is situated.’ River Clyde (9 marks) Lesson 2: The Long profile of a river 1. What is the long profile of a river? The gradient of a river as it journeys from its source to its mouth 2. -
Characterization of Hyporheic Exchange Drivers and Patterns Within a Low-Gradient, First-Order, River Confluence During Low and High Flow
water Article Characterization of Hyporheic Exchange Drivers and Patterns within a Low-Gradient, First-Order, River Confluence during Low and High Flow Ivo Martone 1, Carlo Gualtieri 1,* and Theodore Endreny 2 1 Department of Civil, Architectural and Environmental Engineering, University of Naples Federico II, 80125 Naples, Italy; [email protected] 2 Department of Environmental Resources Engineering, College of Environmental Science and Forestry, State University of New York, Syracuse, NY 13210, USA; [email protected] * Correspondence: [email protected] Received: 14 January 2020; Accepted: 26 February 2020; Published: 28 February 2020 Abstract: Confluences are nodes in riverine networks characterized by complex three-dimensional changes in flow hydrodynamics and riverbed morphology, and are valued for important ecological functions. This physical complexity is often investigated within the water column or riverbed, while few studies have focused on hyporheic fluxes, which is the mixing of surface water and groundwater across the riverbed. This study aims to understand how hyporheic flux across the riverbed is organized by confluence physical drivers. Field investigations were carried out at a low gradient, headwater confluence between Baltimore Brook and Cold Brook in Marcellus, New York, USA. The study measured channel bathymetry, hydraulic permeability, and vertical temperature profiles, as indicators of the hyporheic exchange due to temperature gradients. Confluence geometry, hydrodynamics, and morphodynamics were found to significantly affect hyporheic exchange rate and patterns. Local scale bed morphology, such as the confluence scour hole and minor topographic irregularities, influenced the distribution of bed pressure head and the related patterns of downwelling/upwelling. Furthermore, classical back-to-back bend planform and the related secondary circulation probably affected hyporheic exchange patterns around the confluence shear layer. -
Influence of Erodible Beds on Shallow Water Hydrodynamics During Flood Events
water Article Influence of Erodible Beds on Shallow Water Hydrodynamics during Flood Events David Santillán * , Luis Cueto-Felgueroso , Alvaro Sordo-Ward and Luis Garrote Department of Civil Engineering, Hydraulics, Energy and Environment, Universidad Politécnica de Madrid, 28040 Madrid, Spain; [email protected] (L.C.-F.); [email protected] (A.S.-W.); [email protected] (L.G.) * Correspondence: [email protected] Received: 22 October 2020; Accepted: 23 November 2020; Published: 28 November 2020 Abstract: Flooding has become the most common environmental hazard, causing casualties and severe economic losses. Mathematical models are a useful tool for flood control, and current computational resources let us simulate flood events with two-dimensional (2D) approaches. An open question is whether bed erosion must be accounted for when it comes to simulating flood events. In this paper we answer this question through numerical simulations using the 2D depth-averaged shallow-water equations. We analyze the effect of mobile beds on the flow patterns during flood events. We focus on channel confluences where water flow and sediment mobilization have a marked 2D behavior. We validate our numerical simulations with laboratory experiments of erodible beds with satisfactory results. Moreover, our sensitivity analysis indicates that the bed roughness model has a great influence on the simulated erosion and deposition patterns. We simulate the sediment transport and its influence on the water flow in a real river confluence during flood events. Our simulations show that the erosion and deposition processes play an important role on the water depth and flow velocity patterns. Accounting for the mobile bed leads to smoother water depth and velocity fields, as abrupt fields for the non-erodible model emerge from the irregular bed topography. -
Ink Bayou Prospectus
Prospectus for the ARDOT Ink Bayou Mitigation Bank Pulaski County, Arkansas Arkansas Department of Transportation January 2019 The Arkansas Department of Transportation (ARDOT) proposes the establishment of a wetland mitigation bank in Pulaski County, Arkansas. The mitigation area is located just west of Interstate 440, southeast of Highway 161 and north of Interstate 40 near McAlmont, Arkansas (Figure 1). ARDOT’s Rixey Bayou Mitigation Area is located approximately 0.7 mile north of the proposed bank site. This 436.86-acre site includes portions of sections 14, 15, and 16, Township 2 North, Range 11 West (Figure 2). The property was purchased by ARDOT expressly to mitigate wetland impacts resulting from highway construction and maintenance activities. The property would be used for compensatory mitigation for unavoidable impacts resulting from ARDOT highway activities authorized under Section 404 of the Clean Water Act. A. Management Goal and Objectives: The management goal for the mitigation bank is the restoration, enhancement, and preservation of wetlands and associated uplands. Objectives include the preservation of existing forested wetlands and the enhancement of existing wetlands through reforestation of agricultural land with bottomland hardwood tree species. The past, associated agricultural practices will be removed from the property. There is a total of 269.99 acres of wetlands on the proposed mitigation bank site. There is a 0.6-acre permittee responsible mitigation area that is not included as part of the mitigation bank acreage. Eligible acreage includes: 137.01 acres of wetland preservation, and 132.38 acres of wetland enhancement that will be reforested with bottomland hardwood trees (Figure 3). -
Design of Stream Barbs
United States Department of Agriculture Natural Resources Conservation Service Phone: 785-823-4500 760 South Broadway FAX: 785-823-4540 Salina, Kansas 67401-4604 www.ks.nrcs.usda.gov ________________________________________________________________________________________________________ January 23, 2013 KANSAS ENGINEERING TECHNICAL NOTE NO. KS-1 (Revision 1) SUBJECT: ENG–Design of Stream Barbs Purpose. To provide guidance on the design of stream barbs Effective Date. Upon receipt Background Stream barbs have been used by the Natural Resources Conservation Service (NRCS) for river and streambank protection since the late 1980s. Although stream barbs have been extensively used, limited documentation exists of long-term performance and specific design criteria. Oregon Technical Note 23, Design of Stream Barbs (Version 1.3, 2000), and Idaho Technical Note 12, Design of Stream Barbs (2001), provided some design guidance. Since the release of those documents, significant efforts have been made to document field performance of new projects and review literature on barbs and meander bend mechanics. Revised Oregon Technical Note 23 (Version 2.0) represents the culmination of field monitoring performance data and contemporary research for river and stream barb applications. This Kansas technical note utilizes the information contained in the aforementioned Oregon and Idaho technical notes to provide guidance for the design of stream barbs in Kansas. Description Stream barbs are rock structures that extend into the stream flow to modify flow patterns and bed topography. They are very low structures that should be completely overtopped during channel-forming flow events (approximately a 1.5-year flow event). Channel-forming flow or bankfull is defined as the flow that transports the greatest amount of sediment over a long period of time and controls the channel geometry. -
Multi-Millennial Record of Erosion and Fires in the Southern Blue Ridge Mountains, USA
Chapter 8 Multi-millennial Record of Erosion and Fires in the Southern Blue Ridge Mountains, USA David S. Leigh Abstract Bottomland sediments from the southern Blue Ridge Mountains provide a coarse-resolution, multi-millennial stratigraphic record of past regional forest disturbance (soil erosion). This record is represented by 12 separate vertical accre- tion stratigraphic profi les that have been dated by radiocarbon, luminescence, cesium-137, and correlation methods continuously spanning the past 3,000 years of pre-settlement (pre-dating widespread European American settlement) and post- settlement strata. Post-settlement vertical accretion began in the late 1800s, appears to be about an order of magnitude faster than pre-settlement rates, and is attribut- able to widespread deforestation for timber harvest, farming, housing develop- ment, and other erosive activities of people. Natural, climate-driven, or non-anthropic forest disturbance is subtle and diffi cult to recognize in pre-settle- ment deposits. There is no indication that pre-settlement Mississippian and Cherokee agricultural activities accelerated erosion and sedimentation in the region. A continuous 11,244 years before present (BP) vertical accretion record from a meander scar in the Upper Little Tennessee River valley indicates abundant charcoal (prevalent fi res) at the very beginning of the Holocene (11,244–10,900 years BP). In contrast, moderate to very low levels of charcoal are apparent over the remaining Holocene until about 2,400 years BP when charcoal infl ux registers a pronounced increase. These data are consistent with the idea that Native Americans used fi re extensively to manage forests and to expanded agricultural activities during Woodland and later cultural periods over the past 3000 years. -
Conservation Planning in the Mississippi River Alluvial Plain
Conservation Planning in the Mississippi River Alluvial Plain Photo courtesy of Nancy Webb The Nature Conservancy 2002 Conservation Planning in the Mississippi River Alluvial Plain (Ecoregion 42) The Nature Conservancy May, 2002 For questions or comments on this document contact The Nature Conservancy at P.O. Box 4125, Baton Rouge, LA, 70821. (225) 338-1040 ii Preface The information presented herein is the result of four years of conservation planning and represents two iterations of the Mississippi River Alluvial Plain (MSRAP) ecoregional plan as developed by The Nature Conservancy (TNC) and many partners. The bulk of the text describes the process the MSRAP team undertook to: • identify important biological species, communities, and ecological systems, commonly referred to as “conservation targets,” existing in the ecoregion; and • select priority sites, or conservation areas, for biodiversity conservation based on the perceived viability of those targets. It should be noted that a considerable amount of time was spent developing data as few Heritage data, the common building blocks of TNC’s ecoregional plans, were available for the ecoregion. Much of the emphasis on data collection was focused on terrestrial targets. The dearth of aquatics data required that the team rely heavily on the use of coarse filter, abiotic information to identify aquatic systems warranting further investigation. To help fill the gap in aquatics data and better inform MSRAP conservation planning, the Charles Stewart Mott Foundation provided funding to TNC’s Southeast Conservation Science Center and Freshwater Initiative to assess freshwater biodiversity in several southeast ecoregions including the Mississippi Embayment Basin (MEB), of which MSRAP is a part.