Physical Aspects of Coral Reef Lagoon Sediments in Relation to Detritus Processing and Primary Production
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Lagoons and Coastal Wetlands in the Global Change Context: Impacts and Management Issues
LAGOONS AND COASTAL WETLANDS IN THE GLOBAL CHANGE CONTEXT: IMPACTS AND MANAGEMENT ISSUES International Conference 1. Title of the Project International Conference: “Lagoons and coastal wetlands in the global change context: Impacts and management issues” Venice, July 2003 Starting date: January 2003 2. Objectives of the Project The objective of the present project is to organise and hold an international conference to respond to the challenge of integrating global change issues in wetland management. The conference will have a multidisciplinary view and will be based on high level scientific expertise. The aim is to identify gaps, problems and success in wetland knowledge and management. CORILA is an association between the University of Padua, the University of Venice, the University Institute of Architecture in Venice and the National Research Council, for coordinating and managing the research on the Venice Lagoon system. CORILA is presently managing a large multidisciplinary scientific project on the lagoon of Venice which embraces biology, chemistry, morphology, modelling, architecture and economics and is networking 70 research bodies and institutions. CORILA is in constant dialogue with the Public Administrations and promotes the dissemination of the results of the research to the policy makers. CORILA stipulated an agreement with the UNESCO, Regional Office for Science and Technology, Venice, Italy for the promotion and coordination of scientific research on Venice lagoon system and coastal wetlands. UNESCO, Regional Office for Science and Technology, Venice, Italy has large competencies in wetlands and lagoons conservation, and particularly in the safeguarding of the Venice Lagoon. It is member of MARS (European marine research stations network) and promoter of MAB (Man and the biosphere world network) which promotes and demonstrates a balanced relationship between people and nature. -
Sand Dunes Computer Animations and Paper Models by Tau Rho Alpha*, John P
Go Home U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY Sand Dunes Computer animations and paper models By Tau Rho Alpha*, John P. Galloway*, and Scott W. Starratt* Open-file Report 98-131-A - This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this program has been used by the U.S. Geological Survey, no warranty, expressed or implied, is made by the USGS as to the accuracy and functioning of the program and related program material, nor shall the fact of distribution constitute any such warranty, and no responsibility is assumed by the USGS in connection therewith. * U.S. Geological Survey Menlo Park, CA 94025 Comments encouraged tralpha @ omega? .wr.usgs .gov [email protected] [email protected] (gobackward) <j (goforward) Description of Report This report illustrates, through computer animations and paper models, why sand dunes can develop different forms. By studying the animations and the paper models, students will better understand the evolution of sand dunes, Included in the paper and diskette versions of this report are templates for making a paper models, instructions for there assembly, and a discussion of development of different forms of sand dunes. In addition, the diskette version includes animations of how different sand dunes develop. Many people provided help and encouragement in the development of this HyperCard stack, particularly David M. Rubin, Maura Hogan and Sue Priest. -
Types of Landslides.Indd
Landslide Types and Processes andslides in the United States occur in all 50 States. The primary regions of landslide occurrence and potential are the coastal and mountainous areas of California, Oregon, Land Washington, the States comprising the intermountain west, and the mountainous and hilly regions of the Eastern United States. Alaska and Hawaii also experience all types of landslides. Landslides in the United States cause approximately $3.5 billion (year 2001 dollars) in dam- age, and kill between 25 and 50 people annually. Casualties in the United States are primar- ily caused by rockfalls, rock slides, and debris flows. Worldwide, landslides occur and cause thousands of casualties and billions in monetary losses annually. The information in this publication provides an introductory primer on understanding basic scientific facts about landslides—the different types of landslides, how they are initiated, and some basic information about how they can begin to be managed as a hazard. TYPES OF LANDSLIDES porate additional variables, such as the rate of movement and the water, air, or ice content of The term “landslide” describes a wide variety the landslide material. of processes that result in the downward and outward movement of slope-forming materials Although landslides are primarily associ- including rock, soil, artificial fill, or a com- ated with mountainous regions, they can bination of these. The materials may move also occur in areas of generally low relief. In by falling, toppling, sliding, spreading, or low-relief areas, landslides occur as cut-and- La Conchita, coastal area of southern Califor- flowing. Figure 1 shows a graphic illustration fill failures (roadway and building excava- nia. -
Gabion Retaining Walls with Alternate Fill Materials
Gabion Retaining Walls with Alternate Fill Materials IGC 2009, Guntur, INDIA GABION RETAINING WALLS WITH ALTERNATE FILL MATERIALS K.S. Beena Reader, School of Engineering, Cochin University of Science and Technology, Cochin–682022, India. E-mail: [email protected] P.K. Jayasree Lecturer in Civil Engineering, College of Engineering, Trivandrum–695 016, India. E-mail: [email protected] ABSTRACT: Although gabions have been used from ancient times, it is only in the last few decades that their wide spread use has lead them to become an accepted construction material in Civil Engineering. Gabion retaining walls are mass gravity structure made up of strong mesh containers known as gabion boxes, filled with quarry stone. Considering the cost and scarcity of quarry stones, the replacement of it with some other cheaper material will make the construction more economical. This aspect is studied here. Considering the specific gravity, friction, cost and availability, quarry dust and red soil was selected as the fill material. Model gabion retaining walls were constructed for the purpose in which, different combinations of quarry dust, red soil and coarse aggregate were taken as the filling material. Analyzing the lateral deformations of various cases, it can be concluded that a 50%–50% combination of alternative material and aggregate will perform better than the coarse aggregate alone, considering the cost of construction. 1. INTRODUCTION dry stone gravity mass wall made of gabion boxes. They are cost effective, environmental friendly and durable structures. Retaining walls, one of the major geotechnical applications, Because of these reasons gabions are widely used now days are mainly used in the case of highways and railways to all over the world. -
Landslide Triggering Mechanisms
kChapter 4 GERALD F. WIECZOREK LANDSLIDE TRIGGERING MECHANISMS 1. INTRODUCTION 2.INTENSE RAINFALL andslides can have several causes, including Storms that produce intense rainfall for periods as L geological, morphological, physical, and hu- short as several hours or have a more moderate in- man (Alexander 1992; Cruden and Vames, Chap. tensity lasting several days have triggered abun- 3 in this report, p. 70), but only one trigger (Varnes dant landslides in many regions, for example, 1978, 26). By definition a trigger is an external California (Figures 4-1, 4-2, and 4-3). Well- stimulus such as intense rainfall, earthquake shak- documented studies that have revealed a close ing, volcanic eruption, storm waves, or rapid stream relationship between rainfall intensity and acti- erosion that causes a near-immediate response in vation of landslides include those from California the form of a landslide by rapidly increasing the (Campbell 1975; Ellen et al. 1988), North stresses or by reducing the strength of slope mate- Carolina (Gryta and Bartholomew 1983; Neary rials. In some cases landslides may occur without an and Swift 1987), Virginia (Kochel 1987; Gryta apparent attributable trigger because of a variety or and Bartholomew 1989; Jacobson et al. 1989), combination of causes, such as chemical or physi- Puerto Rico (Jibson 1989; Simon et al. 1990; cal weathering of materials, that gradually bring the Larsen and Torres Sanchez 1992)., and Hawaii slope to failure. The requisite short time frame of (Wilson et al. 1992; Ellen et al. 1993). cause and effect is the critical element in the iden- These studies show that shallow landslides in tification of a landslide trigger. -
Ecological Characterization of Bioluminescence in Mangrove Lagoon, Salt River Bay, St. Croix, USVI
Ecological Characterization of Bioluminescence in Mangrove Lagoon, Salt River Bay, St. Croix, USVI James L. Pinckney (PI)* Dianne I. Greenfield Claudia Benitez-Nelson Richard Long Michelle Zimberlin University of South Carolina Chad S. Lane Paula Reidhaar Carmelo Tomas University of North Carolina - Wilmington Bernard Castillo Kynoch Reale-Munroe Marcia Taylor University of the Virgin Islands David Goldstein Zandy Hillis-Starr National Park Service, Salt River Bay NHP & EP 01 January 2013 – 31 December 2013 Duration: 1 year * Contact Information Marine Science Program and Department of Biological Sciences University of South Carolina Columbia, SC 29208 (803) 777-7133 phone (803) 777-4002 fax [email protected] email 1 TABLE OF CONTENTS INTRODUCTION ............................................................................................................................................... 4 BACKGROUND: BIOLUMINESCENT DINOFLAGELLATES IN CARIBBEAN WATERS ............................................... 9 PROJECT OBJECTIVES ..................................................................................................................................... 19 OBJECTIVE I. CONFIRM THE IDENTIY OF THE BIOLUMINESCENT DINOFLAGELLATE(S) AND DOMINANT PHYTOPLANKTON SPECIES IN MANGROVE LAGOON ........................................................................ 22 OBJECTIVE II. COLLECT MEASUREMENTS OF BASIC WATER QUALITY PARAMETERS (E.G., TEMPERATURE, SALINITY, DISSOLVED O2, TURBIDITY, PH, IRRADIANCE, DISSOLVED NUTRIENTS) FOR CORRELATION WITH PHYTOPLANKTON -
The State of Lagoon Treatment in Missouri
FEATURE Review by Phil Walsack The State Of Lagoon Treatment In Missouri Missouri has more than 900 Facts And Figures Left: Pacific’s new lagoon aeration system municipal governments, and many own was designed by Burns & McDonnell in 2019. The design flow of these 334 systems Right: Clarence’s lagoon in winter. Achieving and operate their wastewater systems. combined is 53.8 million gallons per ammonia compliance can be difficult when In addition to municipal ownership day (MGD) with actual flows of 37.3 the winter arrives. (cities, towns, and villages), public MGD. While most consider lagoon sewer districts and county governments technology a “smaller city” wastewater own an additional 124 systems. It is not solution, six cities discharge more than balance of discharging lagoons. While common knowledge, but there are more 1.0 MGD. Five of the six cities serve the number of communities is large, wastewater permits (called National more than 7,000 people. The six cities the population served is only 184,000. Pollutant Discharge Elimination System (with seven discharge permits) have a These smaller entities have a combined Permits or State Operating Permits) than combined design flow of 12.4 MGD, and design flow of 34.1 MGD and an there are communities; some entities an actual flow of 9.1 MGD. Overall, the actual flow of 23.2 MGD. Interestingly, may have more than one wastewater larger lagoon discharging communities actual flows are decreasing as the facility. represent 59,300 people. rural populations continue to move to Generally, wastewater treatment urban living environments. Permitted There are only 12 additional technologies can be divided into four actual flows are decreasing even though cities greater than 3,000 population major categories, including: mechanical; smaller systems have difficult inflow and discharging effluent from a lagoon lagoon; community septics; and non- infiltration (I&I) issues to solve. -
Slope Stability 101 Basic Concepts and NOT for Final Design Purposes! Slope Stability Analysis Basics
Slope Stability 101 Basic Concepts and NOT for Final Design Purposes! Slope Stability Analysis Basics Shear Strength of Soils Ability of soil to resist sliding on itself on the slope Angle of Repose definition n1. the maximum angle to the horizontal at which rocks, soil, etc, will remain without sliding Shear Strength Parameters and Soils Info Φ angle of internal friction C cohesion (clays are cohesive and sands are non-cohesive) Θ slope angle γ unit weight of soil Internal Angles of Friction Estimates for our use in example Silty sand Φ = 25 degrees Loose sand Φ = 30 degrees Medium to Dense sand Φ = 35 degrees Rock Riprap Φ = 40 degrees Slope Stability Analysis Basics Explore Site Geology Characterize soil shear strength Construct slope stability model Establish seepage and groundwater conditions Select loading condition Locate critical failure surface Iterate until minimum Factor of Safety (FS) is achieved Rules of Thumb and “Easy” Method of Estimating Slope Stability Geology and Soils Information Needed (from site or soils database) Check appropriate loading conditions (seeps, rapid drawdown, fluctuating water levels, flows) Select values to input for Φ and C Locate water table in slope (critical for evaluation!) 2:1 slopes are typically stable for less than 15 foot heights Note whether or not existing slopes are vegetated and stable Plan for a factor of safety (hazards evaluation) FS between 1.4 and 1.5 is typically adequate for our purposes No Flow Slope Stability Analysis FS = tan Φ / tan Θ Where Φ is the effective -
Section 3.5 Marine Biology
3.5 MARINE BIOLOGY 3.5.1 Introduction 3.5.1.1 Definition of Resource For purposes of this EIS/OEIS, marine biological resources are defined as marine flora and fauna and habitats that they occupy, occurring within the Point Mugu Sea Range, Mugu Lagoon, and the intertidal and nearshore environment of San Nicolas Island and Point Mugu. This section specifically addresses marine invertebrates and flora. Fish and sea turtles are addressed in Section 3.6, marine mammals are addressed in Section 3.7, and seabirds are addressed in Section 3.8. Threatened and endangered species, as defined by the U.S. Fish and Wildlife Service (USFWS), are also addressed. Species that are federally listed are afforded a degree of regulatory protection, which entails a permitting process including specific mitigation measures for any allowable (incidental) impacts on the species. Species that are proposed to be listed by the USFWS are treated similarly to listed species by that agency; recommendations of the USFWS, however, are advisory rather than mandatory in the case of proposed species. A federally listed endangered species is defined as any species, including subspecies, that is “in danger of extinction throughout all or a significant portion of its range.” A federally listed threatened species is defined as any species “likely to become an endangered species within the foreseeable future throughout all or a significant portion of its range.” “Proposed” endangered or threatened species are those species for which a proposed regulation has been published in the Federal Register, but a final rule has not yet been issued. 3.5.1.2 Regional Setting The Sea Range straddles the ocean off Point Conception which is considered a major geographic feature that affects marine biological diversity. -
B1: Extend Existing Pipe
A: Downtown Diversion Pipe b c Source: Woolpert, Inc. 2006 with modifications Map highlighting conservation easement. Advantages • Will divert 40-44% of total flow.; and The diversion pipe would run along the railroad. • Reduce the impact on Sand River because it would reduce the outflow from the 10’ pipe. Disadvantages • Conservation easement will be needed along the railroad; • Will require additional storage capacity; and • Will be costly. CSX Railroad and Red Cross Location the diversion pipe would West watershed junction box. leave the railroad at Dibble road. B1: Extend Existing Pipe Source: Woolpert, Inc. 2006 Source: Woolpert, Inc. 2006 Map showing the suggested extension of the pipe. Section of the alterations made to the canyon in order to extend the existing pipe. Advantages • Minimizes amount of new sediment from entering Barton’s Pond; • Easiest method to stabilize the canyon; and • Could be constructed without any additional permits. Drawbacks • Does not dissipate the force of the flow of water or energy; and • The problem is shifted downstream. Considerations Existing canyon walls that The existing pipe that would be • Flow still needs to be returned to the surface. would be filled in and stabilized extended through the canyon of to extend the pipe. Sand River B2: Gabion Baskets as an Erosion Solution Flow a Source: Woolpert, Inc. 2006 Pipe Permeable Geotextile Fabric d b Source: Woolpert, Inc. 2006 Source: Woolpert, Inc. 2006 with modifications Source: Woolpert, Inc. 2006 Sections of the gabions along Sand River a - Section the length of the section of proposed gabions b - Section of a gabion dam Advantages c - Section of the gabion walls with permeable geotextile fabric • Ease of handling and transportation; d - Section of gabion walls without permeable layer against the earth • Speed of construction; • Aesthetically more pleasing than some options; • Provides more natural stream pattern and profile; • Dissipates the energy of the stream; and • If properly constructed, vegetated gabions strengthen with time. -
Habs in UPWELLING SYSTEMS
GEOHAB CORE RESEARCH PROJECT: HABs IN UPWELLING SYSTEMS 1 GEOHAB GLOBAL ECOLOGY AND OCEANOGRAPHY OF HARMFUL ALGAL BLOOMS GEOHAB CORE RESEARCH PROJECT: HABS IN UPWELLING SYSTEMS AN INTERNATIONAL PROGRAMME SPONSORED BY THE SCIENTIFIC COMMITTEE ON OCEANIC RESEARCH (SCOR) AND THE INTERGOVERNMENTAL OCEANOGRAPHIC COMMISSION (IOC) OF UNESCO EDITED BY: G. PITCHER, T. MOITA, V. TRAINER, R. KUDELA, P. FIGUEIRAS, T. PROBYN BASED ON CONTRIBUTIONS BY PARTICIPANTS OF THE GEOHAB OPEN SCIENCE MEETING ON HABS IN UPWELLING SYSTEMS AND THE GEOHAB SCIENTIFIC STEERING COMMITTEE February 2005 3 This report may be cited as: GEOHAB 2005. Global Ecology and Oceanography of Harmful Algal Blooms, GEOHAB Core Research Project: HABs in Upwelling Systems. G. Pitcher, T. Moita, V. Trainer, R. Kudela, P. Figueiras, T. Probyn (Eds.) IOC and SCOR, Paris and Baltimore. 82 pp. This document is GEOHAB Report #3. Copies may be obtained from: Edward R. Urban, Jr. Henrik Enevoldsen Executive Director, SCOR Programme Co-ordinator Department of Earth and Planetary Sciences IOC Science and Communication Centre on The Johns Hopkins University Harmful Algae Baltimore, MD 21218 U.S.A. Botanical Institute, University of Copenhagen Tel: +1-410-516-4070 Øster Farimagsgade 2D Fax: +1-410-516-4019 DK-1353 Copenhagen K, Denmark E-mail: [email protected] Tel: +45 33 13 44 46 Fax: +45 33 13 44 47 E-mail: [email protected] This report is also available on the web at: http://www.jhu.edu/scor/ http://ioc.unesco.org/hab ISSN 1538-182X Cover photos courtesy of: Vera Trainer Teresa Moita Grant Pitcher Copyright © 2005 IOC and SCOR. -
Sand Fencing
StormSmart Properties Fact Sheet 6: Sand Fencing The coast is a very dynamic environment and coastal shorelines—especially beaches, dunes, and banks—change constantly in response to wind, waves, tides, and other factors such as seasonal variation, sea level rise, and human alterations to the shoreline system. Consequently, many coastal properties are at risk from storm damage, erosion, and flooding. Inappropriate shoreline stabilization methods can actually do more harm than good by exacerbating beach erosion, damaging neighboring properties, impacting marine habitats, and diminishing the capacity of beaches, dunes, and other natural landforms to protect inland areas from storm damage and flooding. StormSmart Properties—part of the Massachusetts Office of Coastal Zone Management’s (CZM) StormSmart Coasts Program—provides coastal property owners with important information on a range of shoreline stabilization techniques that can effectively reduce erosion and storm damage while minimizing impacts to shoreline systems. This information is intended to help property owners work with consultants and other design professionals to select the best option for their circumstances. What Is Sand Fencing? Sand fencing, also called snow fencing, is No shoreline stabilization option permanently stops all erosion or designed to help capture sand to build storm damage. The level of protection provided depends on the option dunes. It is typically made of thin, wooden chosen, project design, and site-specific conditions such as the slats that are connected with twisted wire exposure to storms. All options require maintenance, and many also to wooden or metal stakes. While other require steps to address adverse impacts to the shoreline system, fence materials such as plastic, called mitigation.