Case histories of Corps breakwater and jetty structures

North Pacific Division by Donald L. Ward

Publisher: U.S. Army Engineer Waterways Experiment Station, Publisher: available from National Technical Information Service in [Vicksburg, Miss, Springfield, Va

Written in English
Cover of: Case histories of Corps breakwater and jetty structures | Donald L. Ward
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Edition Notes

Statementby Donald L. Ward, Coastal Engineering Research Center ; prepared for Department of the Army, US Army Corps of Engineers
SeriesTechnical report -- REMR-CO-3, Technical report (U.S. Army Engineer Waterways Experiment Station) -- REMR-CO-3 Rept. 6.
ContributionsU.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), United States. Army. Corps of Engineers, Repair, Evaluation, Maintenance, and Rehabilitation Research Program
The Physical Object
Pagination178 p. :
Number of Pages178
ID Numbers
Open LibraryOL24359054M
OCLC/WorldCa19027933

  Which of these coastal structures requires continued maintenance? A. seawall B. jetty C. groin D. breakwater? Condition: Good. A+ Customer service! Satisfaction Guaranteed! Book is in Used-Good condition. Pages and cover are clean and intact. Used items may not include supplementary materials such as CDs or access codes. May show signs of minor shelf wear and contain limited notes and highlighting. Seller Inventory # Which process dominates the East Coast of the United States, deposition or erosion? Why? Which process dominates the West Coast of the United States, deposition or erosion? Why? What is the rate of sea level rise increase today? What is the projected height for ? During what month of the year would you expect the Continue reading "Which process dominates the East Coast of the United. These conferences, sponsored by the Institution of Civil Engineers for more than 25 years, discuss the state of the art in analysis, design and construction of breakwaters and other types of coastal structures, including interactions between coastlines and structures, and vice versa.

(Record Group 77) Overview of Records Locations Table of Contents Administrative History General Records of the Headquarters Office Letters sent and received, Correspondence relating to civil functions, Other records relating to civil functions Correspondence relating to military functions.   A study that could determine the future of the Long Beach breakwater is approaching completion, but it’s unclear at this point whether the document will recommend removing or altering the breakwater, something local surf advocates have spent years pushing for with the hope of bringing waves back to the local coastline. Historical development of breakwater structures in the world is reviewed on the basis of a literature survey. Recent development of breakwater structures in Japan is also introduced. Once constructed, shoreline engineering structures produce a costly trend in coastal development that is difficult, if not impossible, to reverse. Beach Form and Processes -beach: is a landform consisting of loose material, such as sand or gravel, which has accumulated by wave action at the shoreline.

Marine Outfall Construction contains practical guidance, detailed case studies, and more than references. Grace explains why an outfall is the disposal method of choice. Grace explains why an outfall is the disposal method of choice.   Federal, State and Local Partners Move on Critical Navigation and Environmental Projects. The U.S. Army Corps of Engineers, Baltimore District, is starting work on two critical projects to benefit Smith Island residents — a navigation improvement project at Rhodes Point that includes the construction of two jetties, and dredging the Big Thorofare and Twitch Cove federal channels. Burswood Public Jetty: Marine structures design and construct - general arrangement \(\) Keywords: Burswood Public Jetty: Marine structures design and construct - general arrangement () Created Date: 2/22/ AM. U.S. Army Corps of Engineers Table Extreme Waves off San Pedro Breakwater Table A list of fish species recorded in Marina del Rey and Santa Monica Bay since Table Characteristic Benthic Species of Santa Monica Bay Table LA County Population, 10 .

Case histories of Corps breakwater and jetty structures by Donald L. Ward Download PDF EPUB FB2

Genre/Form: book: Additional Physical Format: Print version: Sargent, Francis E. Case histories of Corps breakwater and jetty structures. Report 2, South Atlantic Division.

Full text of "Case histories of Corps breakwater and jetty structures" See other formats O.^. A^v\W Coo^. Evuj. "V^^i^. GA-v^- UcL_. Vke>» ~R t-U^- c_c> J REPAIR, EVALUATION, MAINTENANCE, AND /j REHABILITATION RESEARCH PROGRAM TECHNICAL REPORT REMR-CO-3 CASE HISTORIES OF CORPS BREAKWATER AND JETTY STRUCTURES Report 8 LOWER MISSISSIPPI VALLEY.

Title. Case histories of Corps breakwater and jetty structures. Report 8, Lower Mississippi Valley Division / Related Titles. Series: Technical report (U.S. Army Engineer Waterways Experiment Station) ; REMR-CO-3 Rept.

Sargent, Francis E. Bottin, Robert R. Coastal Engineering Research Center (U.S.) Repair, Evaluation, Maintenance, and Rehabilitation Research Program. Get this from a library. Case histories of Corps breakwater and jetty structures. Report 1, South Pacific Division. [Robert R Bottin; U.S.

Army Engineer Waterways Experiment Station.; Coastal Engineering Research Center (U.S.); United States. Army. Corps of Engineers.; Repair, Evaluation, Maintenance, and Rehabilitation Research Program.]. To accomplish these objectives, case histories of Corps breakwater and jetty structures have been developed to quantify past and present problem areas (if any), to take steps to rectify these problems, and to subsequently evaluate the remedial measures.

General design guidance can be obtained from the solutions that have been most successful. Title. Case histories of Corps breakwater and jetty structures.

Report 5, North Atlantic Division / Related Titles. Series: Technical report (U.S. Army Engineer Waterways Experiment Station) ; REMR-CO-3 Rept. Smith, Ernest R. Coastal Engineering Research Center (U.S.) Repair, Evaluation, Maintenance, and Rehabilitation Research Program. Download this stock image.

Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. -5 TON TOE STONE -2'-0" BEDDING STONE (l-LB.

TO LB. QUARRY SPALLS) REACH-C BUILT CORE STONE (I*TO *1 PLACE LARGER STONE OUTSIDE AVERAGE 3 TON COVER STONE (2 TO 4 TON). EXISTING LAKE aOTTOM, -2'-0". The Navigation Structures at Harbor Beach Harbor are a series of breakwaters located in Lake Huron, on North Lakeshore Drive in Harbor Beach, were listed on the National Register of Historic Places in History.

In the mids, sailing across Saginaw Bay could be risky, and the nearest refuge from oncoming storm was the mouth of the St. Clair River, 80 miles on: N. Lakeshore Dr., Harbor Beach, Michigan. The Navigation Structures at Frankfort Harbor are a collection of breakwaters, piers, and other structures in Lake Michigan located at the foot of Second Street in Frankfort, were listed on the National Register of Historic Places in Location: 2nd St., Frankfort, Michigan.

In the case of Santa Barbara, the waves took decades to develop. The first jetties were built in Over many years, the southward transport of sand built up Leadbetter Beach that eventually overflowed into the harbor, and despite constant dredging, creating a sandbar at the harbor mouth in the s, producing an amazing wave.

Water wave pressures on seawalls and breakwaters, (Vicksburg, Miss.: U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, ), by A. Kamel (page images at HathiTrust; US access only) Beach profile as affected by vertical walls /, by Abdel-Latif Kadib, United States War Department, United States.

Army. Wave stability tests of dolos and stone rehabilitation designs for the East Breakwater, Cleveland Harbor, Ohio: experimental model investigation Markle, Dennis G.; Dubose, Willie G. Case histories of Corps breakwater and jetty structures. Smith, Ernest R. More>>. Case histories of Corps breakwater and jetty structures (Report 5, North Atlantic Division).

Technical report REMR-CO-3, November Vicksburg, MS: US Army Engineer Waterways Experiment Station. Case histories of Corps breakwater and jetty structures. Report 6, North Pacific Division / by Donald L. Ward, Coastal Engineering Research Center prepared for Department of the Army, US Army Corps of Engineers.

Coastal Engineering Research Center (U.S.): Case histories of Corps breakwater and jetty structures. ([Vicksburg, Miss.: U.S. Army Engineer Waterways Experiment Station ; Springfield, Va.: Available from National Technical Information Service, ]), also by Robert R.

Bottin, Evaluation Repair, United States Army Corps of Engineers, and U.S. north breakwater built substructure suptnstsuctube maximum section section- h bkw a shore connection-built i figure Typical structure cross.

Design of Breakwaters and Jetties VolumeIssues of EM (Series) (United States. Army. Corps of Engineers) Author: United States. Army. Corps of Engineers: Publisher: Headquarters, Department of the Army, Office of the Chief of Engineers, Original from: the University of Virginia: Digitized: Sep 4, Export Citation.

Low-crested structures are relatively rare in tropical F. E., Markle, D. & Grace, P. Case Histories of Corps Breakwater and Jetty Structures US Army Corps of.

Port Clinton’s East jetty repairs were started in September and were completed by November One of the ongoing missions of the Corps of Engineers is to maintain infrastructure in the Unites States. In the case of the Great Lakes breakwaters damaged by Hurricane Sandy, the Buffalo District can now declare “mission accomplished”.

Breakwaters, Coastal Structures and Coastlines: Proceedings of the International Conference Organized by the Institution of Civil Engineers and Held in London, UK on September Editors: N.

Allsop, Institution of Civil Engineers (Great Britain) Edition: illustrated: Publisher: Thomas Telford, ISBN: The following are reports from ~ which are a series of case histories of US Army Corps of Engineers breakwater and jetty structures at nine Corps divisions: Report 1 South Pacific Division.

Rubble Mound Breakwater Design Example Given: Design Conditions Water depth: m Beach slope: Design high water: m Design wave Hs = 2 m H1/10 = m Tm = 8 sec Lo = m Allowable overtopping: m3/sec/m Armor unit: rough quarry stoneFile Size: KB.

Breakwater using Tripod-based LiDAR Jessica Podoski, Coastal Engineer, US Army Corps of Engineers Stochastic Risk-Based Life Cycle Simulation of Century Old Jetties at the Mouth of the Columbia River, USA Hans Moritz, Hydraulic and Ocean Engineer, US Army Corps of Engineers COASTAL DEFENCES Saltcoats Flood Prevention Scheme:Analysis, Design.

The inner and outer breakwater, including the coaling shed, storehouse jetty, coaling jetty, inner breakwater fort and outer breakwater fort.

Constructed between and Designed by Chief Engineer, James Meadow Rendel, succeeded by John Coode inand carried out by civil engineer John Towlerton Leather. Erosion of the shoreline along the north jetty is a major concern in terms of a potential breach at the jetty root. A recent apparent increase in the Pacific Ocean wave climate has exposed both jetties to more extreme storm waves, especially the south jetty which is more exposed to southwesterly storm events.

Table 1Summary of Corps-Maintained Concrete Armor Layers Structure Armor Location Type/Part Type Size (metric tons) Reinforcement Date* Placed No. Placed Manasquan N, NJ Jetty Do los 14 rebar Manasnnan S. N 1 l*ttw 14 rfthar 1 OR9 Location Type /Part Type Size Reinforce Date No.

(metric ment Placed Placed tons) Cleveland, OH BW/Head. This is a database prepared by HR Wallingford and TU Delft with the assistance of the international breakwater community and has been made freely available for the benefit of breakwater designers, contractors owners and developers worldwide.

Sargent FE, Bottin RRJ () Case histories of corps breakwater and jetty structures; report 8: lower Mississippi valley division. REMR Report REMR-CO-3, Vol 8.

USAEWES, Coastal Engineering Research Center, Vicksburg, p 55 Google ScholarCited by: 6. The monitoring of a rubble mound structure must consider the original design and construction as well as the forces and factors which produce changes in the structure. Almost all coastal structures receive some monitoring, and a vast amount of information has been published on case histories which include some references to monitoring.

the Civil Works Coastal Area Program. This report is seventh in a series of case histories of Corps breakwater and jetty structures at nine Corps divisions.

The case histories were written from information obtained from several sources (where available) which included inspection reports, conferences, telephone conversations, project p l a n s a n d s p e c i f i c a t i o n s, project files.

2 Case Histories of Corps Breakwater and Jetty Structures South Atlantic LSE BBA - Spring   Smith ER () Case histories of corps breakwater and jetty structures, report number 5, U.S. Army Corps of Engineers Waterways Experimental Station, North Atlantic Division.

Vicksburg, Mississippi, CERC Technical Report REMR-CO-3, p Google ScholarCited by: 9.This article is part of a series on Shoreline Structures looking at types of structures commonly built along shorelines, and the policies, laws, and regulations which can affect where and under what conditions they are built.

For information about laws, policies and conditions impacting shoreline structures in a specific state, please visit Surfrider's State of the Beach report to find the.