Stormsmart Properties Fact Sheet 1: Artificial Dunes and Dune Nourishment
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A Study of Hydrodynamic and Coastal Geomorphic Processes in Küdema Bay, the Baltic Sea
Coastal Engineering 187 A study of hydrodynamic and coastal geomorphic processes in Küdema Bay, the Baltic Sea Ü. Suursaar1, H. Tõnisson2, T. Kullas1, K. Orviku3, A. Kont2, R. Rivis2 & M. Otsmann1 1Estonian Marine Institute, University of Tartu, Estonia 2Instititute of Ecology, Tallinn Pedagogical University, Estonia 3Merin Ltd., Estonia Abstract The aim of the paper is to analyze relationships between hydrodynamic and geomorphic processes in a small bay in the West-Estonian Archipelago. The area consists of a Silurian limestone cliff exposed to storm activity, and a dependent accumulative distal spit consisting of gravel and pebble. Changes in shoreline position have been investigated on the basis of large-scale maps, aerial photographs, topographic surveys and field measurements using GPS. Waves and currents were investigated using a Recording Doppler Current Profiler RDCP-600 deployed into Küdema Bay in June 2004 and the rough hydrodynamic situation was simulated using hydrodynamic and wave models. The main hydrodynamic patterns were revealed and their dependences on different meteorological scenarios were analyzed. It was found that due to exposure to prevailing winds (and waves induced by the longest possible fetch for the location), the spit elongates with an average rate of 14 m/year. Major changes take place during storms. Vitalization of shore processes is anticipated due to ongoing changes in the regional wind climate above the Baltic Sea. Keywords: shoreline changes, currents, waves, sea level, hydrodynamic models. 1 Introduction Estonia has a relatively long and strongly indented shoreline (3794 km; Fig. 1), therefore the knowledge of coastal processes is of large importance for WIT Transactions on The Built Environment, Vol 78, © 2005 WIT Press www.witpress.com, ISSN 1743-3509 (on-line) 188 Coastal Engineering sustainable development and management of the coastal zone. -
Geology of Hawaii Reefs
11 Geology of Hawaii Reefs Charles H. Fletcher, Chris Bochicchio, Chris L. Conger, Mary S. Engels, Eden J. Feirstein, Neil Frazer, Craig R. Glenn, Richard W. Grigg, Eric E. Grossman, Jodi N. Harney, Ebitari Isoun, Colin V. Murray-Wallace, John J. Rooney, Ken H. Rubin, Clark E. Sherman, and Sean Vitousek 11.1 Geologic Framework The eight main islands in the state: Hawaii, Maui, Kahoolawe , Lanai , Molokai , Oahu , Kauai , of the Hawaii Islands and Niihau , make up 99% of the land area of the Hawaii Archipelago. The remainder comprises 11.1.1 Introduction 124 small volcanic and carbonate islets offshore The Hawaii hot spot lies in the mantle under, or of the main islands, and to the northwest. Each just to the south of, the Big Island of Hawaii. Two main island is the top of one or more massive active subaerial volcanoes and one active submarine shield volcanoes (named after their long low pro- volcano reveal its productivity. Centrally located on file like a warriors shield) extending thousands of the Pacific Plate, the hot spot is the source of the meters to the seafloor below. Mauna Kea , on the Hawaii Island Archipelago and its northern arm, the island of Hawaii, stands 4,200 m above sea level Emperor Seamount Chain (Fig. 11.1). and 9,450 m from seafloor to summit, taller than This system of high volcanic islands and asso- any other mountain on Earth from base to peak. ciated reefs, banks, atolls, sandy shoals, and Mauna Loa , the “long” mountain, is the most seamounts spans over 30° of latitude across the massive single topographic feature on the planet. -
GEOTEXTILE TUBE and GABION ARMOURED SEAWALL for COASTAL PROTECTION an ALTERNATIVE by S Sherlin Prem Nishold1, Ranganathan Sundaravadivelu 2*, Nilanjan Saha3
PIANC-World Congress Panama City, Panama 2018 GEOTEXTILE TUBE AND GABION ARMOURED SEAWALL FOR COASTAL PROTECTION AN ALTERNATIVE by S Sherlin Prem Nishold1, Ranganathan Sundaravadivelu 2*, Nilanjan Saha3 ABSTRACT The present study deals with a site-specific innovative solution executed in the northeast coastline of Odisha in India. The retarded embankment which had been maintained yearly by traditional means of ‘bullah piling’ and sandbags, proved ineffective and got washed away for a stretch of 350 meters in 2011. About the site condition, it is required to design an efficient coastal protection system prevailing to a low soil bearing capacity and continuously exposed to tides and waves. The erosion of existing embankment at Pentha ( Odisha ) has necessitated the construction of a retarded embankment. Conventional hard engineered materials for coastal protection are more expensive since they are not readily available near to the site. Moreover, they have not been found suitable for prevailing in in-situ marine environment and soil condition. Geosynthetics are innovative solutions for coastal erosion and protection are cheap, quickly installable when compared to other materials and methods. Therefore, a geotextile tube seawall was designed and built for a length of 505 m as soft coastal protection structure. A scaled model (1:10) study of geotextile tube configurations with and without gabion box structure is examined for the better understanding of hydrodynamic characteristics for such configurations. The scaled model in the mentioned configuration was constructed using woven geotextile fabric as geo tubes. The gabion box was made up of eco-friendly polypropylene tar-coated rope and consists of small rubble stones which increase the porosity when compared to the conventional monolithic rubble mound. -
Linktm Gabions and Mattresses Design Booklet
LinkTM Gabions and Mattresses Design Booklet www.globalsynthetics.com.au Australian Company - Global Expertise Contents 1. Introduction to Link Gabions and Mattresses ................................................... 1 1.1 Brief history ...............................................................................................................................1 1.2 Applications ..............................................................................................................................1 1.3 Features of woven mesh Link Gabion and Mattress structures ...............................................2 1.4 Product characteristics of Link Gabions and Mattresses .........................................................2 2. Link Gabions and Mattresses .............................................................................. 4 2.1 Types of Link Gabions and Mattresses .....................................................................................4 2.2 General specification for Link Gabions, Link Mattresses and Link netting...............................4 2.3 Standard sizes of Link Gabions, Mattresses and Netting ........................................................6 2.4 Durability of Link Gabions, Link Mattresses and Link Netting ..................................................7 2.5 Geotextile filter specification ....................................................................................................7 2.6 Rock infill specification .............................................................................................................8 -
Coastal Dunes
BIOLOGICAL RESOURCES OF THE DEL MONTE FOREST COASTAL DUNES DEL MONTE FOREST PRESERVATION AND DEVELOPMENT PLAN Prepared for: Pebble Beach Company Post Office Box 1767 Pebble Beach, California 93953-1767 Contact: Mark Stilwell (831) 625-8497 Prepared by: Zander Associates 150 Ford Way, Suite 101 Novato, California 94945 Contact: Michael Zander July 2001 Zander Associates TABLE OF CONTENTS List of Figures and Plates 1.0 Introduction .................................................................................................................1 2.0 Overview of Dunes within the DMF Planning Area...................................................2 2.1 Remnant Dunes .......................................................................................................2 2.2 Rehabilitation Area..................................................................................................4 2.3 ESHA Boundary......................................................................................................6 3.0 Relationship to the DMF Plan .....................................................................................8 3.1 Preserve Areas (Area L and Signal Hill Dune) .......................................................8 3.2 Development Areas (New Golf Course and Facilities—Areas M & N).................8 3.2.1 General Design Considerations .......................................................................8 3.2.2 Golf Course Specific Design...........................................................................9 3.2.3 Golf -
GEOTEXTILE TUBE and GABION ARMOURED SEAWALL for COASTAL PROTECTION an ALTERNATIVE by S Sherlin Prem Nishold1, Ranganathan Sundaravadivelu 2*, Nilanjan Saha3
PIANC-World Congress Panama City, Panama 2018 GEOTEXTILE TUBE AND GABION ARMOURED SEAWALL FOR COASTAL PROTECTION AN ALTERNATIVE by S Sherlin Prem Nishold1, Ranganathan Sundaravadivelu 2*, Nilanjan Saha3 ABSTRACT The present study deals with a site-specific innovative solution executed in the northeast coastline of Odisha in India. The retarded embankment which had been maintained yearly by traditional means of ‘bullah piling’ and sandbags, proved ineffective and got washed away for a stretch of 350 meters in 2011. About the site condition, it is required to design an efficient coastal protection system prevailing to a low soil bearing capacity and continuously exposed to tides and waves. The erosion of existing embankment at Pentha ( Odisha ) has necessitated the construction of a retarded embankment. Conventional hard engineered materials for coastal protection are more expensive since they are not readily available near to the site. Moreover, they have not been found suitable for prevailing in in-situ marine environment and soil condition. Geosynthetics are innovative solutions for coastal erosion and protection are cheap, quickly installable when compared to other materials and methods. Therefore, a geotextile tube seawall was designed and built for a length of 505 m as soft coastal protection structure. A scaled model (1:10) study of geotextile tube configurations with and without gabion box structure is examined for the better understanding of hydrodynamic characteristics for such configurations. The scaled model in the mentioned configuration was constructed using woven geotextile fabric as geo tubes. The gabion box was made up of eco-friendly polypropylene tar-coated rope and consists of small rubble stones which increase the porosity when compared to the conventional monolithic rubble mound. -
Chapter 213 the Impacts of Shoreline Protection
CHAPTER 213 THE IMPACTS OF SHORELINE PROTECTION STRUCTURES ON BEACHES ALONG MONTEREY BAY, CALB^ORNIA GaryB. Griggs* James F. Tait* Katherine Scott* Abstract As a result of severe coastal storm damage in recent years along the California coast and the continuation of development and redevelopment in hazard prone oceanfront areas, large numbers of coastal protection structures have been built. This same trend has been observed on the Atlantic and Gulf coasts as well. At present, fully 12%, or 130 miles of California's 1100 miles of shoreline have been armored. As the number of structures and their coastal frontage has increased, concern along the California coast and elsewhere has arisen in regard to the impacts of these protective structures on the adjacent beaches. Three Atlantic coast states (Maine, New Jersey, and North Carolina) have responded to this concern by establishing state-level policy which prohibits construction of any new "hard" protective structures. Although considerable laboratory scale research has been carried out on this problem, field work has been extremely limited. A study along the central California coast was initiated in order to resolve some of the most critical questions regarding the impacts of protection structures on beaches. Based on 4 years of precise, biweekly, shore- based surveys in the vicinity of different types of seawalls along the shoreline of northern Monterey Bay along the central California coast, some consistent beach changes have been documented. All of the changes observed to date have been seasonal and are best developed in the fall and winter months during the transition from summer swell to winter storm conditions. -
Pebble Beach Company, Mo
STATE OF CALIFORNIA—NATURAL RESOURCES AGENCY EDMUND G. BROWN JR., GOVERNOR CALIFORNIA COASTAL COMMISSION CENTRAL COAST AND NORTH CENTRAL COAST DISTRICT OFFICES 725 FRONT STREET, SUITE 300 SANTA CRUZ,F12 CA 95060 PHONE: (831) 427-4863 FAX: (831) 427-4877 WEB: WWW.COASTAL.CA.GOV F12b Filed: 11/29/2012 Action Deadline: 5/28/2013 90-Day Extension: 8/26/2013 Staff: J.Manna - SF Staff Report: 5/23/2013 Hearing Date: 6/14/2013 STAFF REPORT: CDP HEARING Application Number: 3-12-030 Applicant: Pebble Beach Company Project Location: Two bluff locations adjacent to the Pebble Beach Golf Links 18th Hole: one along the 18th Fairway and a second fronting the Stillwater Cove Shoreline Overlook (at the Sloat Building). Both locations on the bluffs seaward of The Lodge at Pebble Beach complex off of 17-Mile Drive in the Pebble Beach portion of the unincorporated Del Monte Forest area of Monterey County. Project Description: Remove approximately 150 linear feet of existing armoring (vertical seawall, rip-rap, concrete grouted rip-rap, and concrete) and construct approximately 350 linear feet of new armoring (contoured semi-vertical seawalls), including 200 linear feet at the 18th Fairway and 150 linear feet at the Stillwater Cove Shoreline Overlook. Staff Recommendation: Approval with Conditions. SUMMARY OF STAFF RECOMMENDATION The Pebble Beach Company proposes to remove existing coastal armoring and to construct new armoring seaward of the Stillwater Cove Shoreline Overlook (at the Sloat Building) and seaward 3-12-030 (Pebble Beach Company Seawalls) of the 18th Fairway within the Pebble Beach Lodge complex located near the intersection of Cypress Drive and 17-Mile Drive, in the Pebble Beach area of the Del Monte Forest, Monterey County. -
Introduction to Pebble
PEBBLE PROJECT ENVIRONMENTAL BASELINE DOCUMENT 2004 through 2008 CHAPTER 1. INTRODUCTION PREPARED BY: PEBBLE LIMITED PARTNERSHIP INTRODUCTION TABLE OF CONTENTS TABLE OF CONTENTS ............................................................................................................................ 1-i LIST OF TABLES ..................................................................................................................................... 1-ii LIST OF FIGURES ................................................................................................................................... 1-ii ACRONYMS AND ABBREVIATIONS .................................................................................................1-iii 1. INTRODUCTION ............................................................................................................................... 1-1 1.1 Project Location ......................................................................................................................... 1-1 1.2 Place Names .............................................................................................................................. 1-2 1.3 Project History ........................................................................................................................... 1-2 1.4 Pebble Deposit ........................................................................................................................... 1-2 1.5 Project Overview (Basis for Study Design) .............................................................................. -
2.06 AT&T Pebble Beach
Tournament Fact Sheet AT&T Pebble Beach Pro-Am Pebble Beach Golf Links • Pebble Beach, Calif. • Feb. 6-9, 2020 Director of Golf Course Maintenance Tournament Set-up Chris Dalhamer, CGCS Par: 72 Phone: 831-622-6601 Yardage: 6,816 Email: [email protected] Stimpmeter: 10.5 Years as GCSAA Member: 20 Course Statistics Years at Pebble Beach: 9 Average Green Size: 3,500 sq. ft. Average Tee Size: 3,500 sq. ft. Previous Courses: Spyglass (super), Carmel Valley Ranch Acres of Fairway: 30 (dir. of maint.), Pebble Beach (assistant) Acres of Rough: 80 Hometown: Pacific Grove, Calif. Number of Sand Bunkers: 118 Education: CS-Chico and Monterey Peninsula College Number of Water Hazards: Pacific Ocean Soil Conditions: Sandy loam Number of Employees: 30 Water Sources: Effluent water Number of Tournament Volunteers: 15-20 Drainage Conditions: Fair Other Key Golf Personnel Turfgrass Eric McAlister, Assistant Superintendent Greens: Poa annua .125” Bubba Wright, Assistant Superintendent Tees: Ryegrass .400” Mark Thomas, Irrigation Technician Fairways: Poa annua .450” Charlie Almony, Field Supervisor Rough: Ryegrass 2” Jon Rybicki, Equipment Manager John Swain, Club president/manager Additional Notes Eric Lippert, PGA Professional • There was 10 inches of rainfall from Nov. John Sawin, director of Golf 25-Dec. 31 and has made the course wetter than normal. Course Architect • An improved short course designed by Architect (year): Jack Nevill and Douglas Grant (1919) Tiger Woods will open this year. Course Owner: Lone Cypress Group Rounds Per Year: 60,000 • Species of trees on course include Monterey pines, coastal live oaks and Monterey cypress Tournament Fact Sheets for the PGA, LPGA, Champions and Korn Ferry Tours can be found all year at: • Pebble Beach is Audubon certified. -
Geotechnical Aspects of Seawall Stability with Climate Change
GEOTECHNICAL ASPECTS OF SEAWALL STABILITY WITH CLIMATE CHANGE Lex Nielsen WorleyParsons [email protected] Agustria Salim Pells Sullivan Meynink Doug Lord Coastal Environment Geoff Withycombe Sydney Coastal Councils Group Ian Armstrong Sydney Coastal Councils Group Introduction Existing seawalls and protection structures exist at many locations around the Australian coast where construction details are unknown and the capacity of the structures to withstand storms has not been verified. Seawall asset owners and managers (usually Local Councils) are faced with determining development applications in areas protected by such structures. Often, the responsibility, ownership and liability arising from these structures are not clear, with many structures constructed entirely or in part on Public Land. Frequently, there is conflict between the coastal managers and the community who have varying impressions of their effectiveness in providing protection and their impact on the public beach. This project has developed methods whereby the efficacy of existing seawalls may be determined. The project was undertaken by the Sydney Coastal Councils Group (SCCG) with funding provided by the Commonwealth Department of Climate Change and Energy Efficiency (DCCEE) through a Climate Adaptation Pathways (CAP) grant. The project was overseen by a National Reference Group comprising expertise from local government, state government, universities with coastal management expertise and industry specialists. Key elements of the project were as follows: Literature review of existing seawall types, remote sensing techniques, options for upgrading, certification requirements - Water Research Laboratory (WRL), University of NSW (UNSW). Geotechnical assessment of structure types and common failure modes - WorleyParsons. Economic aspects of the decision making process - Bond University under the direction of the Centre for Coastal Management (CCM) at Griffith University (GU). -
Del Monte Forest Land Use Plan
Exhibit 1 Del Monte Forest Land Use Plan TABLE OF CONTENTS CHAPTER ONE INTRODUCTION.................................................................................................................................................1 CALIFORNIA COASTAL ACT MONTEREY COUNTY LOCAL COASTAL PROGRAM (LCP) DEL MONTE FOREST LAND USE PLAN (LUP) DEL MONTE FOREST LUP ORGANIZATION DEL MONTE FOREST LUP TERMINOLOGY DEL MONTE FOREST LUP KEY POLICIES CHAPTER TWO RESOURCE MANAGEMENT ELEMENT ..............................................................................................7 INTRODUCTION FRESHWATER AND MARINE RESOURCES ENVIRONMENTALLY SENSITIVE HABITAT AREAS FOREST RESOURCES HAZARDS SCENIC AND VISUAL RESOURCES CULTURAL RESOURCES CHAPTER THREE LAND USE AND DEVELOPMENT ELEMENT ..................................................................................24 INTRODUCTION LAND USE AND DEVELOPMENT LAND USE DESIGNATIONS LAND USE BY PLANNING AREA PEBBLE BEACH COMPANY CONCEPT PLAN CHAPTER FOUR LAND USE SUPPORT ELEMENT.............................................................................................................43 INTRODUCTION CIRCULATION WATER AND WASTEWATER SERVICES HOUSING CHAPTER FIVE PUBLIC ACCESS ELEMENT ......................................................................................................................51 INTRODUCTION i CHAPTER SIX IMPLEMENTATION........................................................................................................................................58 INTRODUCTION BASIC IMPLEMENTATION