This publication provides introductory technical guidance for civil engineers, marine engineers and other professional engineers, planners and construction managers interested in beach-fill projects. Here is what is discussed: 1.
Author: J. Paul Guyer
Publisher: Independently Published
ISBN: 1718095538
Category: Technology & Engineering
Page: 34
View: 430
CROSS-SECTIONAL FILL VOLUME REQUIREMENTS. 6.1 A KEY QUANTITY IN
BEACH-FILL DESIGN is the volume of sand required to produce the desired
beach cross-section. The design profile is determined using methods and results
...
Author: J. Paul Guyer, P.E., R.A.
Publisher: Guyer Partners
ISBN:
Category: Technology & Engineering
Page: 28
View: 826
Construction templates were developed for 11 reaches within the project , with
representative cross sections shown in Figure 7 . ... The construction berm for
each reach included the total needed for the design profile plus 4 years of
advanced nourishment and 15 percent overfill . ... Chapter 1 provides an
overview of both the regional and local area of the study site , including
background on the project ...
Author: Donald K. Stauble
Publisher:
ISBN: UVA:35007001647027
Category: Beach nourishment
Page: 224
View: 349
Erosion at Ocean City , MD , an area of intense development , led to examination
of beach nourishment as a protection measure . ... borrow sources , calculate
their overfill ratios , make borrow site recommendations , and after consultation
with DNR , develop cross - section design templates for the actual beach fill . ...
This report includes procedures CERC used in PART I: INTRODUCTION
Background.
Author: Waterways Experiment Station (U.S.)
Publisher:
ISBN: UOM:39015015408761
Category:
Page:
View: 256
Project Overview As previously mentioned, two separate beach fill projects have
been performed at Ocean City, Maryland. ... The representative grain size from
Borrow Area 2, to the south, directly off Ocean City beaches, is 0.25 mm; the
representative grain size diameter for ... The 18 dune cross section is trapezoidal
...
Author:
Publisher:
ISBN: UCSD:31822009376922
Category: Beach nourishment
Page: 224
View: 815
DEVELOPMENT OF OPTIMUM BEACH FILL DESIGN CROSS - SECTION Mark
Hansen ' and Mark R . Byrnes ? ... INTRODUCTION Beach replenishment has
become the preferred engineering solution for reducing storm damage to upland
...
Author: Nicholas C. Kraus
Publisher:
ISBN: UOM:39015022346764
Category: Coast changes
Page: 2360
View: 886
Erosion at Ocean City , MD , an area of intense development , led to examination
of beach nourishment as a protection measure . ... borrow sources , calculate
their overfill ratios , make borrow site recommendations , and after consultation
with DNR , develop cross - section design templates for the actual beach fill . ...
This report includes procedures CERC used PART I: INTRODUCTION
Background.
Author: Fred J. Anders
Publisher:
ISBN: UVA:35007007125077
Category: Coastal engineering
Page: 77
View: 259
INTRODUCTION Wave runup remains a subject of concern in the design of
beach fills and in beach profile modelling . ... As a result , an assessment of wave
runup is required to properly design the elevation of a beach fill cross - section to
...
Author:
Publisher:
ISBN: UVA:35007001264666
Category: Beach erosion
Page: 643
View: 687
The model is also easily applied to design beach fill cross - sections . Beach
nourishment requirements ... long - term erosion over 95 years . INTRODUCTION
Beach nourishment projects are usually designed with an initial fill cro88 -
section ...
Author:
Publisher:
ISBN: UCSD:31822004273348
Category: Beach erosion
Page: 430
View: 859
selected as the end point since it was the most recent data set at the time of
design . ... Three improved fill plans were developed to address the hot spot
erosion areas and maintain the 1989 design cross - section over the 8 - year
maintenance cycle . The final ... BORROW AREA DEVELOPMENT
INTRODUCTION Subsequent to the initial nourishment project of Captiva Island
in 1989 , the Captiva Erosion ...
Author:
Publisher:
ISBN: UOM:39015041332555
Category: Beach erosion
Page:
View: 610
Proceedings of the 10th National Conference on Beach Preservation Technology
, St. Petersburg Hilton Hotel, ... Three improved fill plans were developed to
address the hot spot erosion areas and maintain the 1989 design cross - section
over the 8 - year maintenance cycle . ... BORROW AREA DEVELOPMENT
INTRODUCTION Subsequent to the initial nourishment project of Captiva Island
in 1989 , the ...
Author:
Publisher:
ISBN: UVA:35007002385213
Category: Beach nourishment
Page: 335
View: 748
Wave Attenuation Along the Reef Flat .... PART V : PRELIMINARY DESIGN OF
REVETHCUT , LANDFILL , AND BEACH FILL .. Revetarent Armor .... Runup and
Overtopping ... Cross - Section Dezign .... Potential Uses of the Landfill Area .
Author: Orson P. Smith
Publisher:
ISBN: UCR:31210025593128
Category: Bikini Atoll (Marshall Islands)
Page: 55
View: 415
As the cross - sectional area of the breach was reduced , the current velocities in
the breach increased , disbursing much of the ... To facilitate a rapid advance of
the fill and close the final 100 ft of the breach , the discharge was confined and
only 20 ft of the design template width was ... MOREHEAD CITY DRUM INLET
CAPE LOOKOUT WILMINGTON Atlantic Ocean S.C. CAPE FEAR H
INTRODUCTION ...
Author:
Publisher:
ISBN: UCSD:31822009674409
Category: Shore protection
Page:
View: 214
... PROJECT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Structure Planform. . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Beach-Fill Design. . . . . . . . . . . . . .
. . . . . . . . . . e - - - - - - - - - - - - - - - - - - - - - - - - Structure Cross-Sectional Design.
Author: Julie Dean Rosati
Publisher:
ISBN: UOM:39015095029610
Category: Beach erosion
Page: 34
View: 614
Guidelines for Surveying Beach Nourishment Projects By William G. Grosskopf ,
PE Offshore & Coastal Technologies . , Inc. ... Texas 78412-5599
INTRODUCTION an established control point on land along a predetermined
heading , typically ... that is greater than the depth of profile document the cross
section of the fill material and its closure at the project site . ... complex as an
advanced electronic survey instrucost contingencies associated with design
projects in the United ment .
Author:
Publisher:
ISBN: UCSD:31822008887143
Category: Coastal zone management
Page:
View: 527
Beach Nourishment : An Alternative to Engineering Structures In the discussion
above , we introduced the topic of ... A cross - sectional design of the project
shows the wide berm and frontal dune system , which is a line of sand dunes just
...
Author: Edward A. Keller
Publisher: Pearson College Division
ISBN: UOM:39076002420334
Category: Computers
Page: 563
View: 542
Rubble Mound Structures in the Coastal Zone by Trevor Carter , Engineer
Introduction On many occasions throughout history . Accordingly , an early task
for the man has found it necessary to protect designer is to establish a balance
his land against ... ( a ) Core : The core is a low grade quarried material of small
but mixed size used as fill for the centre of the structure , and makes it ... Figure 2 :
Typical revetment cross - section , News in Brief Cope News The success of
COPE depends.
Author:
Publisher:
ISBN: UCSD:31822009341983
Category: Beaches
Page:
View: 334
An Introduction to Coastal Geomorphology with Australian Examples Eric
Charles Frederick Bird ... Beach forms The profile or cross - section of a beach at
any time is determined largely by wave conditions during the preceding period ...
The alternation of scour by storm waves and berm - building in calm weather is
known as ' cut and fill ' . ... by pumping or dumping sand taken from coastal dunes
or inland quarries on to the foreshore ( Shore protection planning . and design ,
1961 ) .
Author: Eric Charles Frederick Bird
Publisher:
ISBN: UCAL:B4497365
Category: Beaches
Page: 193
View: 529
Obviously , groin design is important here , as is also developed by 1 ( 1963 ) .
Erosion and ... With adequate 1 shore width , the bank in the upper cross -
section of Figure 8 is effe protected from wave action . ... One may be to bu groins
along the shore , perhaps with a fill of imported sand , to est a berm some
distance from the bank . ... By introduction of the economic factor and other re
straints , the conceptual model becomes adaptable to various kinds of
operational research studies .
Author: United States. Beach Erosion Board
Publisher:
ISBN: UOM:39015024411269
Category: Beach erosion
Page:
View: 731
NUMERICAL BEACH PROFILE MODELLING FOR BEACHFILL PROJECTS
Robert B . Nairn ' , Ph . D . , P . Eng . and Keith J ... be investigated , the short term
storm response and the long term redistribution ( and eventual loss ) of fill
material . ... A micro - computer based numerical model has been developed for
the prediction of cross - shore sediment transport and ... INTRODUCTION The
first section of the paper provides a detailed description of the profile adjustment
phase of the ...
Author: Steven A. Hughes
Publisher: Amer Society of Civil Engineers
ISBN: UOM:39015023866307
Category: Technology & Engineering
Page: 1088
View: 202
