scholarly journals THE GEOLOGICAL ASPECTS OF COASTAL ENGINEERING

2010 ◽  
Vol 1 (1) ◽  
pp. 13
Author(s):  
John W. Handin

A natural beach system is in equilibrium when there is a balance between sand supply and erosion such that the volumes of material entering and leaving the system are just equal. If the erosion rate exceeds the supply rate, a beach retrogrades; if the erosion rate is less than the supply rate, a beach progrades. Unfortunately, coastal engineering works, which are meant to improve the shore for commerce or recreation, often upset this delicate balance with very deleterious results: great accretions of sand and high dredging costs, accelerated beach erosion and much property damage. It is the task of the geologist to determine the secular equilibrium conditions of a beach system and to supply the coastal engineer with the information he needs to control the natural forces acting on the shore in such a way that this equilibrium is maintained. In order to accomplish this task, the geologist needs to make a thorough study of the source, transportation, and deposition of beach sediment. He must determine the stable position of the shore line and the profile of equilibrium of the beaches through detailed physiographic investigations. The geological report can and should close with the prediction of just what will happen to a natural beach system if man introduces a disturbing element.

2000 ◽  
Vol 1 (2) ◽  
pp. 14
Author(s):  
Thomas B. Casey

In the consideration of problems of coastal engineering in general, and of shore and beach erosion in particular, one is quite naturally apt to immediately focus attention upon our ocean shores to the exclusion of inland areas. Many are perhaps not appreciative of the fact that the five inland fresh-water lakes comprising the Great Lakes system are bordered by eight states having a combined length of shore line of approximately 3,000 miles. (See Fig. 1) Only in recent years has there been a general awakening of interest in the many and varied problems of erosion which occur along these inland coasts. The purpose of this paper is to summarize the problems existing on the Illinois shore and to outline the steps which have been taken at the State level in seeking a solution to those problems.


1986 ◽  
Vol 1 (20) ◽  
pp. 92 ◽  
Author(s):  
Yoshiaki Kawata ◽  
Yoshito Tsuchiya

We performed experiments in the laboratory under controlled conditions in order to determine the applicability of a sub-sand filter system to the beach erosion control work. The filter system is used to control a flow condition at the sediment-fluid boundary. In the foreshore, it increases the inflowing velocity into the beach and thus results in increasing the threshold of beach sediment movement. The sub-sand filter system accelerates accretion of much beach sediment in the foreshore through the development of a berm under normal wave conditions. When wave conditions change from normal to stormy , it is also applicable to stabilize the beach profile, and thus decrease loss of beach sediment from the foreshore to the offshore.


2010 ◽  
Vol 1 (1) ◽  
pp. 12
Author(s):  
Dabney O. Elliott

The purpose of this paper is to describe the methods by which, and the extent to which the Federal Government participates with local agencies in the control of beach erosion. The Beach Erosion Board of the Corps of Engineers is the instrumentality through which this participation is affected. However, before describing this Board, it is necessary to sketch very briefly the background of the beach erosion problem as viewed from the national standpoint. The necessity for the control of beach erosion by one means or another has no doubt been recognized from the beginning of the practice of coastal engineering in the United States. The early technical records of the Corps of Engineers contain numerous references to the mutual effects which navigation structures and the adjacent shorelines exert upon each other. As an example, chosen at random, I may mention the construction in 1874 of twelve stone groins along the shore of the State of Connecticut between Welshs Point and Indian River, and of a stone jetty at the mouth of that river in the following year, to stabilize the shoreline and to prevent the movement of sand into the navigation channel of that river.


Author(s):  
Chihaya NOMOTO ◽  
Yasuhiro OSAKI ◽  
Takaaki UDA ◽  
Yasuhiro OHKI ◽  
Masumi SERIZAWA ◽  
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Author(s):  
Joan Pope

The U. S. Army Coastal Engineering Research Board (CERB), established on 7 November 1963 by Public Law No. 172, of the 88th USA Congress, has had a major impact on the field and profession of coastal engineering for over 50 years. The CERB replaced the Beach Erosion Board (BEB) (created in 1930) and provided oversight to the Coastal Engineering Research Center (CERC), now the Coastal and Hydraulics Laboratory. The greatest names in USA coastal engineering and science have served on the CERB and helped to define the course of USA coastal research and practice.


1968 ◽  
Vol 1 (11) ◽  
pp. 19 ◽  
Author(s):  
Minze Stuiver ◽  
J.A. Purpura

The use of fluorescent coated sand In tracing the sand movement along beaches and around Inlets is an important tool in the field of Coastal Engineering. As a part of an extensive beach erosion study along the shore of West Palm Beach, Florida, four areas were subjected to such a "tracer study." Each area represented a particular beach configuration either with or without erosion protective structures. In this paper the procedure and results for one area is described. As a second application of sand tracers, the results of a study concerned with the sand migration in and around South Lake Worth Inlet is discussed.


2011 ◽  
Vol 1 (6) ◽  
pp. 27
Author(s):  
D. V. Joglekar ◽  
C. V. Gole ◽  
A. S. Apte

Near the southern tip of the Indian peninsula, the State of Kerala has a 400 miles long shore line running north from the Cape Camorin. Almost all along its length is one reach or the other, the coast has fine beaches which are continually subjected to erosion due to wave action. This process has been going on, no doubt, since the existence of the sub-continent, but it is only in recent years has there been an awakening of interest when property and plantation are being threatened, as the man-land ratio is getting dangerously high.


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