Chandeleur Islands: a Post-Berm Analysis and Island Renourishment Plan
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Chapter 18, Lesson 3 World War One Trench Warfare
Name:______________________________________ Chapter 18, Lesson 3 World War One Trench Warfare Below are illustrations of a typical World War One trench system. Use the proceeding illustrations to answer the questions. Key 1. Were the artillery batteries (cannons, mortars, and large guns) located in front or behind the infantry soldiers in the trenches? Why might it be set up this way? _____________________________________________________________________________ _____________________________________________________________________________ 2. Based on the location of the listening posts, what was their purpose? _____________________________________________________________________________ ______________________________________________________________________________ 3. The communication trenches connected the first support line trench to what three areas? _____________________________________________________________________________ _____________________________________________________________________________ 4. What would be the reason for having wire breaks in the barbed wire entanglements? _____________________________________________________________________________ ______________________________________________________________________________ 5. After answering questions 14 and 15, tell what two parts of the trench were used to minimize the devastation from explosions. ______________________________________________________________________________ 6. This allowed soldiers to see over the trench when shooting the enemy. ________________ -
Aerial Rapid Assessment of Hurricane Damages to Northern Gulf Coastal Habitats
8786 ReportScience Title and the Storms: the USGS Response to the Hurricanes of 2005 Chapter Five: Landscape5 Changes The hurricanes of 2005 greatly changed the landscape of the Gulf Coast. The following articles document the initial damage assessment from coastal Alabama to Texas; the change of 217 mi2 of coastal Louisiana to water after Katrina and Rita; estuarine damage to barrier islands of the central Gulf Coast, especially Dauphin Island, Ala., and the Chandeleur Islands, La.; erosion of beaches of western Louisiana after Rita; and the damages and loss of floodplain forest of the Pearl River Basin. Aerial Rapid Assessment of Hurricane Damages to Northern Gulf Coastal Habitats By Thomas C. Michot, Christopher J. Wells, and Paul C. Chadwick Hurricane Katrina made landfall in southeast Louisiana on August 29, 2005, and Hurricane Rita made landfall in southwest Louisiana on September 24, 2005. Scientists from the U.S. Geological Survey (USGS) flew aerial surveys to assess damages to natural resources and to lands owned and managed by the U.S. Department of the Interior and other agencies. Flights were made on eight dates from August Introduction 27 through October 4, including one pre-Katrina, three post-Katrina, The USGS National Wetlands and four post-Rita surveys. The Research Center (NWRC) has a geographic area surveyed history of conducting aerial rapid- extended from Galveston, response surveys to assess Tex., to Gulf Shores, hurricane damages along the Ala., and from the Gulf coastal areas of the Gulf of of Mexico shoreline Mexico and Caribbean inland 5–75 mi Sea. Posthurricane (8–121 km). -
Bookletchart™ Chandeleur and Breton Sounds NOAA Chart 11363
BookletChart™ Chandeleur and Breton Sounds NOAA Chart 11363 A reduced-scale NOAA nautical chart for small boaters When possible, use the full-size NOAA chart for navigation. Included Area Published by the Ohio, Missouri, Red, Tennessee, and other rivers flowing into it. From the mouth, at the entrance to Southwest Pass, it is about 1,840 miles to National Oceanic and Atmospheric Administration Minneapolis, 1,960 miles to Pittsburgh, 1,680 miles to Knoxville, and National Ocean Service 1,530 miles to Chicago via the Illinois Waterway. Office of Coast Survey New Orleans can also be reached by the more direct deep-draft route through the Mississippi River-Gulf Outlet Canal, about 30 miles N of www.NauticalCharts.NOAA.gov South Pass. The outlet canal extends from deepwater in the Gulf to the 888-990-NOAA junction with the Inner Harbor Navigation Canal at New Orleans. The shape of the delta is somewhat like the foot of a bird, with its four What are Nautical Charts? toelike extensions protruding into the Gulf. The passes consist of narrow-banked deposits of sand and clay brought down by the river Nautical charts are a fundamental tool of marine navigation. They show current which continuously adds them to the seaward margins of the water depths, obstructions, buoys, other aids to navigation, and much delta. In this manner the delta is being built seaward at an estimated more. The information is shown in a way that promotes safe and average rate of 300 feet a year. Numerous bays between the passes are efficient navigation. -
Water Quality in Chandeleur Sound in 2008 and 2010 John Lopez, Ph.D., Andy Baker, M.Sc
Water Quality in Chandeleur Sound in 2008 and 2010 John Lopez, Ph.D., Andy Baker, M.Sc. Ezra Boyd, M.A. Lake Pontchartrain Basin Foundation October 10, 2010 Introduction Chandeleur Sound is the shallow-water area between Chandeleur Islands, the Biloxi Marsh and the barrier islands along the Mississippi coast. The sound extends southward behind remnants of the barrier islands, and there the sound is referred to as Breton Sound. At the north end of Chandeleur Sound, the sound’s water bottom forms a broad trough which slopes eastward toward the open Gulf of Mexico. This trough narrows westward to the Cat Island Channel just south of Cat Island in Mississippi. Most of the Chandeleur Sound is within Louisiana and is part of the Pontchartrain Basin which LPBF is obliged to monitor for environmental conditions and to restore the natural habitats. This report summarizes water quality for the Chandeleur Sound in 2008 and recently during the summer of 2010. Figure 1: Map of Chandeleur Sound area and the approximate location of low dissoolved oxygen observed in 2008 by University of New Orleans and the University of Southern Mississippi 1 In 2008, two marine surveys fortuitously documented the occurrence of a low oxygen layer in Chandeleur Sound. In June 2008, the University of Southern Mississippi was conducting shark research and collected environmental data in Chandeleur Sound. Later that month, the University of New Orleans was en route to do research around the Chandeleur Islands and collected water quality data while crossing Chandeleur Sound. These two data sets were provided to the Lake Pontchartrain Basin Foundation and are shown on Figure 1. -
Texas Mid-Coast Initiative Area
Gulf Coast Joint Venture: Texas Mid-Coast Initiative JO ST INT V OA EN C T F U L R U E G North American Waterfowl Management Plan 2002 Photo and Illustration Credits Cover and page i: Northern pintails, Ducks Unlimited, Inc. Page iii: (top) pintails, C. Jeske, U.S. Geological Survey; (bottom), gadwall, R.J. Long, Ducks Unlimited, Inc. Page iv: U.S. Geological Survey. Page 8: mallard pair, B. Wilson, Gulf Coast Joint Venture. Page 10: scaup pair, B. Hinz, U.S. Fish and Wildlife Service. Page 11: mottled duck pair, R. Paille, U.S. Fish and Wildlife Service. Page 12: lesser snow geese, T. Hess, Louisiana Department of Wildlife and Fisheries. Page 13: hydrologic structure, B. Wilson, Gulf Coast Joint Venture; breakwater structures, T. Hess, Louisiana Department of Wildlife and Fisheries; earthen terraces, T. Hess, Louisiana Department of Wildlife and Fisheries. Page 14: erosion control vegetation, T. Hess, Louisiana Department of Wildlife and Fisheries; oil-drilling access canal plug, B. Wilson, Gulf Coast Joint Venture; marsh burning, B. Wilson, Gulf Coast Joint Venture. Page 15: flooded agriculture field, U.S. Geological Survey; beneficial use of dredge material, T. Hess, Louisiana Department of Wildlife and Fisheries; American wigeon pair, B. Hinz, U.S. Fish and Wildlife Service. Page 20: American wigeon pair, R. Stewart, Sr., U.S. Fish and Wildlife Service. Page 22: northern shovelers and blue-winged teal, U.S. Geological Survey. Page 23: male ring-necked duck, W.L. Hohman, U.S. Geological Survey. Page 25: blue-winged teal males, W.L. Hohman, U.S. Geological Survey. -
Coastal Erosion
Guidance for Flood Risk Analysis and Mapping Coastal Erosion February 2018 Requirements for the Federal Emergency Management Agency (FEMA) Risk Mapping, Assessment, and Planning (Risk MAP) Program are specified separately by statute, regulation, or FEMA policy (primarily the Standards for Flood Risk Analysis and Mapping). This document provides guidance to support the requirements and recommends approaches for effective and efficient implementation. Alternate approaches that comply with all requirements are acceptable. For more information, please visit the FEMA Guidelines and Standards for Flood Risk Analysis and Mapping webpage (www.fema.gov/guidelines-and-standards-flood-risk-analysis-and- mapping). Copies of the Standards for Flood Risk Analysis and Mapping policy, related guidance, technical references, and other information about the guidelines and standards development process are all available here. You can also search directly by document title at www.fema.gov/library. Coastal Erosion February 2018 Guidance Document 40 Page i Document History Affected Section or Date Description Subsection Sections 2.1.1.1 and February Replaced Figures 2.1.1-1, 2.1.1-2, and 2.1.1-3 to contain 2.1.1.2 2018 correct reference to water level above which Primary Frontal Dune reservoir volume is determined. Coastal Erosion February 2018 Guidance Document 40 Page ii Table of Contents 1.0 Overview ............................................................................................................................ 1 1.1 Beach and Shoreline Settings ........................................................................................ 2 1.1.1 Sandy Beach Backed by High Sand Dune: ............................................................. 3 1.1.2 Sandy Beach Backed by Low Sand Dune Berm: .................................................... 4 1.1.3 Sandy Beach Backed by Shore Protection Structure: ............................................. 4 1.1.4 Mixed Grain Size Beach ......................................................................................... -
BARRIER ISLAND STATUS REPORT Fiscal Year 2020 Annual Plan
BARRIER ISLAND STATUS REPORT Fiscal Year 2020 Annual Plan In compliance with Act 297 of the 2006 Regular Legislative Session, the Coastal Protection and Restoration Authority (CPRA) provides this barrier island status report as part of the Annual Plan document, which will be submitted to each member of the Louisiana Legislature. The current Barrier Island Status report is available electronically at the CPRA website. Please visit www.coastal.LA.gov to download and review the full report. A summary of the report is provided below. CONSTRUCTED PROJECTS The coastlines of the modern Mississippi River delta plain are bordered by numerous barrier islands from Raccoon Island in the west to Hewes Point in the northern Chandeleur Islands (Figure 1). These barrier islands could be grouped to represent fragmented remnants of distal extremities of several major delta lobes and headlands: to identify these barrier islands with their respective delta lobes they have been grouped from west to east as the Early Lafourche Delta System, Late Lafourche Delta System, Modern Delta System, and the St. Bernard Delta System. The back- barrier lagoons are connected to the Gulf of Mexico by approximately 25 tidal inlets which separate these barrier islands from each other and allow the exchange of diurnal tides. Figure 1: Location of barrier islands belonging to Early Lafourche, Late Lafourche, Modern, and St. Bernard barrier island systems in Louisiana The restoration of Louisiana’s barrier islands and barrier island systems has been a priority for a number of restoration programs over the past several decades and over 40 barrier island projects have been constructed to date (including 13 in the Early Lafourche Delta System, 18 in the Late Lafourche Delta System, 9 in the Modern Delta System, and 2 in the St. -
Proposal on Ecosystem Modeling and Chandeleur Islands Restoration E&D, Alternative Funding Sources Might Be Available
Jean Cowan <[email protected]> Ecosystem Modeling and Chandeleur Islands Restoration 1 message Blanchard, Mary Josie <[email protected]> Tue, Jun 30, 2020 at 1:37 PM To: Ben Scaggs <[email protected]> Cc: Buck Sutter <[email protected]>, Jean Cowan <[email protected]>, Helen Chabot - NOAA Federal <[email protected]> Through the collaboration process, DOI and the States have determined that for the outstanding proposal on Ecosystem Modeling and Chandeleur Islands Restoration E&D, alternative funding sources might be available. Therefore, DOI is withdrawing our request for funding the Chandeleur Islands E&D under the RESTORE 3b. Mary Josie Blanchard Director, Gulf of Mexico Restoration Office of the Assistant Secretary, Policy, Management and Budget 1849 C Street NW, Room 5147 Washington DC 20240 (202) 208-3406 (202) 997-1338 (cp) Notice of FPL 3b proposal withdrawal RESTORE Council FPL 3 Proposal Document General Information Proposal Sponsor: U.S. Department of the Interior – U.S. Fish and Wildlife Service Title: Ecosystem Modeling and Chandeleur Island Restoration Engineering & Design (DOI/FWS) Project Abstract: “Ecosystem Modeling and Chandeleur Island Restoration Engineering and Design” is a planning project to preserve the Chandeleur Islands as part of a holistic restoration strategy for the ecologically interconnected Pontchartrain Basin, Chandeleur Sound, Mississippi Sound, and Mobile Bay system. This system includes portions of three states, which has hampered the ability to pursue restoration comprehensively. To address this challenge, we are proposing two project components. First, is an integrated modeling effort to unify the diverse models that have been developed for this region. -
Design of Surface Mine Haulage Roads - a Manual by Walter W
Information Circular 8758 Design of Surface Mine Haulage Roads - A Manual By Walter W. Kaufman and James C. Ault UNITED STATES DEPARTMENT OF THE INTERIOR Cecil D. Andrus, Secretary BUREAU OF MINES WMC Resources Ltd have the expressed permission of the "National Institute for Occupational Safety and Health" to replicate and present this document in Full for use by its employee's. This document was kindly supplied by the: National Institute for Occupational Safety and Health Pittsburgh Research Laboratory Library P.O. Box 18070 PITTSBURCH, PA 15236-0070 Page 1 of 49 CONTENTS ABSTRACT .....................................................................................................................................................4 INTRODUCTION .............................................................................................................................................4 HAULAGE ROAD ALIGNMENT ..........................................................................................................................4 Stopping Distance--Grade and Brake Relationships .......................................................................................5 Sight Distance ............................................................................................................................................8 Vertical Alignment ......................................................................................................................................9 Maximum and Sustained Grades..............................................................................................................9 -
Infiltration Berm
Stormwater Maintenance Fact Sheet PROTECTING AND ENHANCING THE NATURAL ENVIRONMENT THROUGH COMPREHENSIVE ENVIRONMENTAL PROGRAMS INFILTRATION BERMS Infiltration berms are mounds of stone covered with soil and vegetation placed along gentle slopes to slow the flow of water and encourage stormwater infiltration and absorption. In some cases, earth is excavated on the upslope side of the berm to create a pooling area to slow and store water as it filters through the berm. Infiltration berms are appropriate for residential, commercial, or open field/wooded applications, where there is less than a 10% slope in topography. As stormwater flows down the slope, it is slowed and pools as it filters through the berm. The main purpose of a Undesireable shape for a berm berm is to slow the velocity of the flow and reduce the energy of stormwater flows, thereby reducing erosion and flood risk. Desireable shape for a berm Source: CH2MHill presentation WHY IT’S IMPORTANT TO MAINTAIN YOUR INFILTRATION Who is responsible for this BERMS maintenance? An unmaintained infiltration berm may: As the property owner, you are • Stop filtering the rainwater and allow trash and pollutants to enter into responsible for all maintenance of nearby streams. your infiltration berm. • Block the flow of rainwater and cause local flooding. • Allow water to pool on the surface long enough to allow mosquitoes to breed (longer than 3 days). MAINTENANCE AND MONITORING Anne Arundel County Department of Public Works FREQUENCY* ACTIVITY* As needed • Remove litter and debris. • Mow grass. • Replace thinning or patchy vegetation. Semi-annually, or more • Ensure standing water does not persist longer than 48 hours. -
The Geomorphology of the Chandeleur Island Wetlands
DEBUSSCHERE, HANDLEY, MICHOT, PENLAND, REED, SEAL, WESTPHAL 175 THE GEOMORPHOLOGY OF THE CHANDELEUR ISLAND WETLANDS K. Debusschere1, L. Handley2, T. Michot3, S. Penland1, D. Reed4, R. Seal5, and K. Westphal1 Abstract The Chandeleur Islands represent the largest and oldest transgressive barrier island arc in the northern Gulf of Mexico. Generated by the transgressive submergence of the St.-Bemard delta complex, the Chandeleur Islands form the protective geologic framework for one of the richest areas of salt marsh and seagrass flats in Louisiana. The Chandeleur barrier island arc is 60 km long and consists of five individual islands backed by a linear, multiple bar system enclosing a shallow basin floored by extensive seagrass flats. The northern part of the Chandeleur chain is the highest in relief, elevation, width, and habitat diversity. Nonstorm morphology is predominantly a combination of continuous dunes and dune terraces. Numerous washover channels and large washover fans extend into the backbarrier environment. Further south the island width de creases and washover flats and terraces dominate the shoreline morphology. In the southernmost section, the island arc is fragmented into a series of small islands and shoals separated by tidal inlets. Between 1984 and 1989, aerial videotape, aerial photographic, and bathymetric surveys were used to map and monitor the geomorphic changes occurring along the shoreline and in backbarrier areas. The aerial videotape mapping surveys focused on the impacts of hurricanes Danny, Elena, and Juan on the geomorphology of the islands. Videotape imagery was acquired in July 1984 and in July (pre-storm), August (post-Danny), September (post-Elena), and November (post-Juan 1985. -
PC-5 DIKES and BERMS Definition and Purpose a Permanent Dike Or
Best Management Practices Manual PC-5 Dikes and Berms PC-5 DIKES AND BERMS Refer to: ITD Standard Specifications, Sections 205, 209, and 212. ITD Standard Drawings P-1-E and P-1-F. BMP Objectives Perimeter Control Slope Protection Borrow and Stockpiles Drainage Areas Sediment Trapping Stream Protection Temporary Stabilizing Permanent Stabilizing Definition and Purpose A permanent dike or berm is a ridge constructed of compacted soil, loose gravel, stone, or crushed rock that intercepts and prevents stormwater runoff from entering a sensitive area, and diverts or directs the water to a controlled or stabilized drainage outlet. Dikes or berms can be located or placed immediately along the top or bottom of cut or fill slopes, along the perimeter of an area, or adjacent to streams to prevent high stream flows from entering a site, or runoff from a site entering a stream or waterway. Appropriate Applications Directs water to slope drains, ditches, channels, sediment trap basins, retention ponds, or swales. Serves both as a temporary and later as a permanent erosion control that is left in place for the life of the project. Prevents runoff water from entering or overflowing slopes or intercepts and diverts overflow water after coming off a slope. Intercepts runoff from upland undisturbed areas and diverts to a sediment trap basin or slope drain. Intercepts runoff from a road or slope and directs the water to a slope drain or a sediment trap basin. Prevents off-site stormwater from entering the area when installed around the perimeter. Prevents high water from entering a project when installed next to live streams, ponds, or lakes.