Stream Channel. Erosion Is Also a Dynamic Process, Where the Movement, Sorting, and Distribution of Sediment and Organic Material Create a Diversity of Habitats
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												  2:04-Cv-00873-EAS-MRA Doc #: 12 Filed: 03/16/05 Page: 1 of 6 PAGEIDCase: 2:04-cv-00873-EAS-MRA Doc #: 12 Filed: 03/16/05 Page: 1 of 6 PAGEID #: <pageID> IN THE UNITED STATES DISTRICT COURT FOR THE SOUTHERN DISTRICT OF OHIO EASTERN DIVISION DIRECTV, INC., : Plaintiff, : Case No. C2:04-cv-873 v. : Judge Sargus ROBERT WARD, : Magistrate Judge Abel Defendant. : REPORT AND RECOMMENDATION This matter is before the Magistrate Judge on Plaintiff Directv, Inc.’s December 14, 2004 motion for default judgment against Defendant Robert Ward (doc. 6). Directv, Inc. (“Directv”) brings this action pursuant to the Federal Communications Act of 1934 (“FCA”), 47 U.S.C. § 605, and the Electronic Communications Privacy Act (“ECPA”), 18 U.S.C. § 2510, et seq. A hearing was held on March 11, 2005 regarding Directv’s motion for default judgment; Ward did not appear. Directv requests that this Court award statutory damages of $10,000 for each pirate access device purchased and possessed by Ward, in violation of 18 U.S.C. §§ 2511(1)(a) and 2520(c)(2), and 47 U.S.C. § 605(a). Directv also seeks reasonable attorney’s fees and costs. I. Facts. When a defendant is in default, the factual allegations in the complaint, except for those relating to liability are taken as true. See Wright, Miller & Kane, Federal Practice and Procedure § 2688 (3d 1998) and Fed. R. Civ. P. 8(d). 1 Case: 2:04-cv-00873-EAS-MRA Doc #: 12 Filed: 03/16/05 Page: 2 of 6 PAGEID #: <pageID> Directv encrypts its satellite transmissions to prevent unauthorized viewing of its satellite television programming. Ward purchased, used, and distributed illegally modified Directv access cards and other devices (“pirate access devices”).
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												  Lesson 4: Sediment Deposition and River StructuresLESSON 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.
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												  Geomorphic Classification of Rivers9.36 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.
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												  Sandbridge Beach FONSIFINDING 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.
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												  Drainage-Design-Manual.PdfCity of El Paso Engineering Department Drainage Design Manual May 2Ol3 City of El Paso-Engineering Department Drainage Design Manual 19. Green Infrostruclure - OPTIONAL 19. Green Infrastructure - OPTIONAL 19.1. Background and Purpose Development and urbanization alter and inhibit the natural hydrologic processes of surface water infiltration, percolation to groundwater, and evapotranspiration. Prior to development, known as predevelopment conditions, up to half of the annual rainfall infiltrates into the native soils. In contrast, after development, known as post-development conditions, developed areas can generate up to four times the amount ofannual runoff and one-third the infiltration rate of natural areas. This change in conditions leads to increased erosion, reduced groundwater recharge, degraded water quality, and diminished stream flow. Traditional engineering approaches to stormwater management typically use concrete detention ponds and channels to convey runoff rapidly from developed surfaces into drainage systems, discharging large volumes of stormwater and pollutants to downstream surface waters, consume land and prevent infiltration. As a result, stormwater runoff from developed land is a significant source of many water quality, stream morphology, and ecological impairments. Reducing the overall imperviousness and using the natural drainage features of a site are important design strategies to maintain or enhance the baseline hydrologic functions of a site after development. This can be achieved by applying sustainable stormwater management (SSWM) practices, which replicate natural hydrologic processes and reduce the disruptive effects of urban development and runoff. SSWM has emerged as an altemative stormwater management approach that is complementary to conventional stormwater management measures. It is based on many ofthe natural processes found in the environment to treat stormwater runoff, balancing the need for engineered systems in urban development with natural features and treatment processes.
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												  Flood Hazard of Dunedin's Urban StreamsFlood 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 ......................................................................................................
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												  River Dynamics 101 - Fact Sheet River Management Program Vermont Agency of Natural ResourcesRiver Dynamics 101 - Fact Sheet River Management Program Vermont Agency of Natural Resources Overview In the discussion of river, or fluvial systems, and the strategies that may be used in the management of fluvial systems, it is important to have a basic understanding of the fundamental principals of how river systems work. This fact sheet will illustrate how sediment moves in the river, and the general response of the fluvial system when changes are imposed on or occur in the watershed, river channel, and the sediment supply. The Working River The complex river network that is an integral component of Vermont’s landscape is created as water flows from higher to lower elevations. There is an inherent supply of potential energy in the river systems created by the change in elevation between the beginning and ending points of the river or within any discrete stream reach. This potential energy is expressed in a variety of ways as the river moves through and shapes the landscape, developing a complex fluvial network, with a variety of channel and valley forms and associated aquatic and riparian habitats. Excess energy is dissipated in many ways: contact with vegetation along the banks, in turbulence at steps and riffles in the river profiles, in erosion at meander bends, in irregularities, or roughness of the channel bed and banks, and in sediment, ice and debris transport (Kondolf, 2002). Sediment Production, Transport, and Storage in the Working River Sediment production is influenced by many factors, including soil type, vegetation type and coverage, land use, climate, and weathering/erosion rates.
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												  Stream Restoration, a Natural Channel DesignStream 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.
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												  Why Expectation Damages for Breach of Contract Must Be the Norm: a Refutation of the Fuller and Perdue "Three Interests&QuoNebraska Law Review Volume 81 | Issue 3 Article 2 2003 Why Expectation Damages for Breach of Contract Must Be the Norm: A Refutation of the Fuller and Perdue "Three Interests" Thesis W. David Slawson University of Southern California Gould School of Law, [email protected] Follow this and additional works at: https://digitalcommons.unl.edu/nlr Recommended Citation W. David Slawson, Why Expectation Damages for Breach of Contract Must Be the Norm: A Refutation of the Fuller and Perdue "Three Interests" Thesis, 81 Neb. L. Rev. (2002) Available at: https://digitalcommons.unl.edu/nlr/vol81/iss3/2 This Article is brought to you for free and open access by the Law, College of at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Nebraska Law Review by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. W. David Slawson* Why Expectation Damages for Breach of Contract Must Be the Norm: A Refutation of the Fuller and Perdue "Three Interests" Thesis TABLE OF CONTENTS 840 I. Introduction .......................................... Principal Institutions in a Modern Market II. The 843 Economy in Which Contracts Are Used ................ A. The Institution of the Economic Market: Contracts 843 as Bargains ....................................... Institution of Credit and Finance: Contracts as B. The 845 Property .......................................... 846 the Institutions' Needs ....................... III. Meeting 846 A. Providing a Remedy for Every Breach ............. Contracts Enforceable as Soon as They Are B. Making 847 M ade ............................................. Has Compensating the Injured Party for What He C. 848 ost ............................................... L 848 Damages Under the Expectation Measure ...... 1. 849 2. Damages Under the Reliance Measure ......... 849 a.
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												  Master Thesis1 Master Thesis THE VALUE OF METACRITIC AND ITS RELATIONSHIP WITH VIDEO GAME SALES FLAVIO TONA SHNEIDER MIKE-E January, 2020 2 3 Contents 1 INTRODUCTION ................................................................................................................................ 5 2 LITERATURE REVIEW ..................................................................................................................... 8 3 MARKET ANALYSIS ....................................................................................................................... 13 3.1 METASCORE ............................................................................................................................ 14 3.1.1 GRADE CONVERSION .................................................................................................... 17 3.2 HARDWARE MARKET ............................................................................................................ 19 3.3 SOFTWARE MARKET ............................................................................................................. 20 4 - VALUE ..................................................................................................................................................... 21 4.1 CONSUMER ....................................................................................................................................... 21 4.2 - VALUE FOR THE INDUSTRY AND USAGE ......................................................................................... 22 4 METHODOLOGY
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												  Classifying Rivers - Three Stages of River DevelopmentClassifying 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.
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												  Mitchell Creek Watershed Hydrologic Study 12/18/2007 Page 1Mitchell Creek Watershed Hydrologic Study Dave Fongers Hydrologic Studies Unit Land and Water Management Division Michigan Department of Environmental Quality September 19, 2007 Table of Contents Summary......................................................................................................................... 1 Watershed Description .................................................................................................... 2 Hydrologic Analysis......................................................................................................... 8 General ........................................................................................................................ 8 Mitchell Creek Results.................................................................................................. 9 Tributary 1 Results ..................................................................................................... 11 Tributary 2 Results ..................................................................................................... 15 Recommendations ..................................................................................................... 18 Stormwater Management .............................................................................................. 19 Water Quality ............................................................................................................. 20 Stream Channel Protection .......................................................................................