AT SYDNEY's MALABAR HEADLAND Introduction
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1 the Influence of Groyne Fields and Other Hard Defences on the Shoreline Configuration
1 The Influence of Groyne Fields and Other Hard Defences on the Shoreline Configuration 2 of Soft Cliff Coastlines 3 4 Sally Brown1*, Max Barton1, Robert J Nicholls1 5 6 1. Faculty of Engineering and the Environment, University of Southampton, 7 University Road, Highfield, Southampton, UK. S017 1BJ. 8 9 * Sally Brown ([email protected], Telephone: +44(0)2380 594796). 10 11 Abstract: Building defences, such as groynes, on eroding soft cliff coastlines alters the 12 sediment budget, changing the shoreline configuration adjacent to defences. On the 13 down-drift side, the coastline is set-back. This is often believed to be caused by increased 14 erosion via the ‘terminal groyne effect’, resulting in rapid land loss. This paper examines 15 whether the terminal groyne effect always occurs down-drift post defence construction 16 (i.e. whether or not the retreat rate increases down-drift) through case study analysis. 17 18 Nine cases were analysed at Holderness and Christchurch Bay, England. Seven out of 19 nine sites experienced an increase in down-drift retreat rates. For the two remaining sites, 20 retreat rates remained constant after construction, probably as a sediment deficit already 21 existed prior to construction or as sediment movement was restricted further down-drift. 22 For these two sites, a set-back still evolved, leading to the erroneous perception that a 23 terminal groyne effect had developed. Additionally, seven of the nine sites developed a 24 set back up-drift of the initial groyne, leading to the defended sections of coast acting as 1 25 a hard headland, inhabiting long-shore drift. -
Baja California Sur, Mexico)
Journal of Marine Science and Engineering Article Geomorphology of a Holocene Hurricane Deposit Eroded from Rhyolite Sea Cliffs on Ensenada Almeja (Baja California Sur, Mexico) Markes E. Johnson 1,* , Rigoberto Guardado-France 2, Erlend M. Johnson 3 and Jorge Ledesma-Vázquez 2 1 Geosciences Department, Williams College, Williamstown, MA 01267, USA 2 Facultad de Ciencias Marinas, Universidad Autónoma de Baja California, Ensenada 22800, Baja California, Mexico; [email protected] (R.G.-F.); [email protected] (J.L.-V.) 3 Anthropology Department, Tulane University, New Orleans, LA 70018, USA; [email protected] * Correspondence: [email protected]; Tel.: +1-413-597-2329 Received: 22 May 2019; Accepted: 20 June 2019; Published: 22 June 2019 Abstract: This work advances research on the role of hurricanes in degrading the rocky coastline within Mexico’s Gulf of California, most commonly formed by widespread igneous rocks. Under evaluation is a distinct coastal boulder bed (CBB) derived from banded rhyolite with boulders arrayed in a partial-ring configuration against one side of the headland on Ensenada Almeja (Clam Bay) north of Loreto. Preconditions related to the thickness of rhyolite flows and vertical fissures that intersect the flows at right angles along with the specific gravity of banded rhyolite delimit the size, shape and weight of boulders in the Almeja CBB. Mathematical formulae are applied to calculate the wave height generated by storm surge impacting the headland. The average weight of the 25 largest boulders from a transect nearest the bedrock source amounts to 1200 kg but only 30% of the sample is estimated to exceed a full metric ton in weight. -
Functional Design of Coastal Structures
FUNCTIONALFUNCTIONAL DESIGNDESIGN OFOF David R. Basco, Ph.D, P.E. Director, The Coastal Engineering Center Old Dominion University,Norfolk, Virginia USA 23529 [email protected] DESIGNDESIGN OFOF COASTALCOASTAL STRUCTURESSTRUCTURES •• FunctionFunction ofof structurestructure •• StructuralStructural integrityintegrity •• PhysicalPhysical environmentenvironment •• ConstructionConstruction methodsmethods •• OperationOperation andand maintenancemaintenance OUTLINEOUTLINE •• PlanPlan formform layoutlayout - headland breakwaters - nearshore breakwaters - groin fields • WaveWave runuprunup andand overtopping*overtopping* - breakwaters and revetments (seawalls, beaches not covered here) •• WaveWave reflectionsreflections (materials(materials includedincluded inin notes)notes) * materials from ASCE, Coastal Engineering Short Course, CEM Preview, April 2001 SHORESHORE PARALLELPARALLEL BREAKWATERS:BREAKWATERS: HEADLANDHEADLAND TYPETYPE Design Rules, Hardaway et al. 1991 • Use sand fill to create tombolo for constriction from land • Set berm elevation so tombolo always present at high tide • Set Yg/Lg =• 1.65 for stable shaped beach • Set Ls/Lg = 1 • Always combine with new beach fill • See CEM 2001 V-3 for details KEYKEY VARIABLESVARIABLES FORFOR NEARSHORENEARSHORE BREAKWATERBREAKWATER DESIGNDESIGN Dally and Pope, 1986 Definitions: Y = breakwater distance from nourished shoreline Ls = length of breakwater Lg = gap distance d = water depth at breakwater (MWL) ds = water depth• at breakwater (MWL) •Tombolo formation: Ls/Y = 1.5 to 2 single = 1.5 system •Salient formation: Ls/ = 0.5 to 0.67 = 0.125 long systems (a) (b) Process Parameter Description 1. Bypassing Dg/Hb Depth at groin tip/breaking wave height 2. Permeability • Over-passing Zg (y) Groin elevation across profile, tidal range • Through-passing P(y) Grain permeability across shore • Shore-passing Zb/R Berm elevation/runup elevation 3. Longshore transport Qn/Qg Net rate/gross rate Property Comment 1. Wave angle and wave height Accepted. -
Regional Pest Management Strategy 2012-2017: Metro North East
Regional Pest Management Strategy 2012–17: Metro North East Region A new approach for reducing impacts on native species and park neighbours © Copyright State of NSW and Office of Environment and Heritage With the exception of photographs, the Office of Environment and Heritage and State of NSW are pleased to allow this material to be reproduced in whole or in part for educational and non-commercial use, provided the meaning is unchanged and its source, publisher and authorship are acknowledged. Specific permission is required for the reproduction of photographs. The New South Wales National Parks and Wildlife Service (NPWS) is part of the Office of Environment and Heritage. Throughout this strategy, references to NPWS should be taken to mean NPWS carrying out functions on behalf of the Director General of the Department of Premier and Cabinet, and the Minister for the Environment. For further information contact: Metro North East Region Metropolitan and Mountains Branch National Parks and Wildlife Service Office of Environment and Heritage PO Box 3031 Asquith NSW 2077 Phone: (02) 9457 8900 Report pollution and environmental incidents Environment Line: 131 555 (NSW only) or [email protected] See also www.environment.nsw.gov.au/pollution Published by: Office of Environment and Heritage 59–61 Goulburn Street, Sydney, NSW 2000 PO Box A290, Sydney South, NSW 1232 Phone: (02) 9995 5000 (switchboard) Phone: 131 555 (environment information and publications requests) Phone: 1300 361 967 (national parks, climate change and energy efficiency information and publications requests) Fax: (02) 9995 5999 TTY: (02) 9211 4723 Email: [email protected] Website: www.environment.nsw.gov.au ISBN 978 1 74293 625 3 OEH 2012/0374 August 2013 This plan may be cited as: OEH 2012, Regional Pest Management Strategy 2012–17, Metro North East Region: a new approach for reducing impacts on native species and park neighbours, Office of Environment and Heritage, Sydney. -
NOTICE PAPER ( No
5307 2004-2005-2006-2007 THE PARLIAMENT OF THE COMMONWEALTH OF AUSTRALIA HOUSE OF REPRESENTATIVES NOTICE PAPER (www.aph.gov.au/house/info/notpaper) No. 182 TUESDAY, 7 AUGUST 2007 The House meets at 2 p.m. GOVERNMENT BUSINESS Notice *1 MR ABBOTT: To move—That so much of the standing and sessional orders be suspended as would prevent the routine of business for this sitting being as set out in the document presented to the House this day by the Leader of the House. Orders of the day 1 AUSTRALIAN CITIZENSHIP AMENDMENT (CITIZENSHIP TESTING) BILL 2007 (from Senate)(Minister for Immigration and Citizenship): Second reading—Resumption of debate (from 21 June 2007) on the motion of Mr Andrews—That the Bill be now read a second time—And on the amendment moved thereto by Mr A. S. Burke, viz.—That all words after “That” be omitted with a view to substituting the following words: “whilst not declining to give the bill a second reading and whilst welcoming the formalising of the current test for Australian Citizenship, the House: (1) notes that the issue is whether the citizenship tests to be determined under the legislation are reasonable; (2) notes the importance of teaching in the development of English language skills and the acquisition of knowledge of Australian history, culture and values; and (3) calls on the Government to provide improvements to the Adult Migrant English Program and other settlement services to assist migrants to participate fully in the Australian community and to pass the citizenship test”. 2 TRADE PRACTICES LEGISLATION AMENDMENT BILL (NO. -
Along the Seashore
Along the seashore 8ljkiXc`X`jk_\nfic[Ëjj`ok_cXi^\jk ZflekipXe[`jjliifle[\[Ypj\X% @k_XjXmXjkZfXjkc`e\Çjfd\*.''' b`cfd\ki\j%8cfe^`kXi\dfi\k_Xe((''' Y\XZ_\jXe[XeldY\if]jklee`e^ eXkliXc]\Xkli\j#jlZ_XjM`Zkfi`XËjKn\cm\ 8gfjkc\jXe[N\jk\ie8ljkiXc`XËj E`e^XcffI\\]%Knffk_\ij#k_\>i\Xk 9Xii`\iI\\]Xe[=iXj\i@jcXe[#Xi\ Nfic[?\i`kX^\8i\Xj% Dfjkf]8ljkiXc`XËjgfglcXk`fec`m\j Zcfj\kfk_\ZfXjkc`e\#gXik`ZlcXicp`ek_\ \XjkXe[jflk_$\Xjk%Fecp(,g\iZ\ekc`m\j dfi\k_XeXe_fliËj[i`m\]ifdk_\j\X% K_\mXip`e^Zc`dXk`ZZfe[`k`fejXe[ \em`ifed\ekjf]8ljkiXc`XËjZfXjkc`e\Xccfn `kkfjlggfikXi`Z_[`m\ij`kpf]jg\Z`\j% @edfi\i\Z\ek[\ZX[\j#jfd\f]k_\j\# Xe[jfd\]iX^`c\ZfXjkXc\em`ifed\ekj# _Xm\Y\\e`eZi\Xj`e^cpk_i\Xk\e\[Yp gfcclk`fe#liYXe[\m\cfgd\ekXe[ kfli`jd% ( 9iX`ejkfidknfZcXjjc`jkj1 X eXkliXcZfXjkXc]\Xkli\jXe[ Y _ldXeXZk`m`k`\jfi[\m\cfgd\ekj kpg`ZXccp]fle[Xcfe^ZfXjkc`e\j% ) K_\cXi^\`dX^\fek_\c\]k`jXj\Zk`fe f]k_\Kn\cm\8gfjkc\j% X N_p[fpflk_`ebk_`jd`^_kY\ • How coastlines are formed jlZ_XgfglcXikfli`jkXkkiXZk`fe6 • In what ways people use coastal environments Y ?fnZflc[kfli`jdgfk\ek`Xccp and some of the effects of this use X]]\Zkk_`jeXkliXc\em`ifed\ek6 • Why pollution is causing serious problems for many * N_Xkjfikjf]gi\jjli\j[fpflk_`eb Australian coastlines _ldXeXZk`m`kpXe[[\m\cfgd\ek • How coastlines can be managed to balance competing d`^_kY\gcXZ`e^fek_\jki\kZ_f] demands in a sustainable way ZfXjkc`e\`ek_\jdXcc\i`dX^\6<ogcX`e% 9eWijWbbWdZ\ehci BOUT 85 PER CENT of Australia’s population lives in coastal towns and cities (more A than 25 per cent within three kilometres of the coast). -
Introduction to Cabo Pulmo
Introduction to Cabo Pulmo his book is a chronicle of my forty-five-year fascination with an extraordinary five-mile stretch of coastline located along the East Cape of Mexico’s Baja TCalifornia Peninsula. Cabo Pulmo (Cape Lung) is an isolated, fifty-foot-high volcanic beach remnant forming a minor headland (Pulmo Head) at the northern end of this shoreline. The village of Cabo Pulmo is situated a quarter of a mile south of Pulmo Head. The open, two-mile-wide indentation forming Pulmo Bay extends south from the Head, ending abruptly at Frailes Mountain, the easternmost extension of the Baja Peninsula. This massive 800-foot-high mountain headland faces the city of Mazatlan on the Mexican mainland, a hundred and twenty-five miles across the mouth of the Gulf of California. Frailes Mountain’s mile-long run seaward hides most of the East Cape’s coastline south of Cabo Pulmo. On the south side of the mountain lie Frailes Bay and its exotic submarine canyon, an underwater crevasse rising from the offshore depths into the shallows at the southwest corner of the half-mile-long shelter. The major attraction at Cabo Pulmo lies below the waterline immediately in front of Pulmo Village. Only yards off the sandy point at the south end of the original six-dwelling community, the innermost of Pulmo’s hard-coral-covered volcanic reef strands angles offshore (aerial photo on p. 14). This nearly square mile of reefs, the most northerly hard coral complex on the Pacific coast of the Western Hemisphere, has long been a major attraction for Mexican fishermen and market divers. -
Concept Designs for a Groyne Field on the Far North Nsw Coast
CONCEPT DESIGNS FOR A GROYNE FIELD ON THE FAR NORTH NSW COAST I Coghlan 1, J Carley 1, R Cox 1, E Davey 1, M Blacka 1, J Lofthouse 2 1 Water Research Laboratory (WRL), School of Civil and Environmental Engineering, The University of New South Wales, Manly Vale, NSW 2Tweed Shire Council (TSC), Murwillumbah, NSW Introduction On the open coast of NSW, many options exist to adapt to the hazards of erosion and recession. Perhaps the most common historical approach to counter the erosion and recession hazard is to construct a seawall or revetment to protect the existing foreshore. Other alternatives include the construction of a submerged breakwater, assisted beach recovery and/or beach nourishment. For beaches with a littoral drift imbalance, the construction of one or more groyne structures is a further possibility. This paper presents two different concept designs for a long term groyne field at Kingscliff Beach. Background Information Case Study: Kingscliff Beach Kingscliff Beach, located at the southern end of Wommin Bay on the far north coast of NSW (Figure 1), is a section of the Tweed coastline with built assets at immediate risk from coastal hazards. Ongoing erosion in the last few years has resulted in substantial loss of beach amenity and community land. Storm erosion episodes between 2009 and 2012 severely impacted the Kingscliff Beach Holiday Park (KBHP). This section is also affected by moderate ongoing underlying shoreline recession (WBM, 2001). To manage the Kingscliff Beach foreshore (Figure 2) in the longer term, Tweed Shire -
Caves Form at the Base of Cliffs
The formation of coastal stacks 1. The base of the cliff is subjected to constant erosion from the waves. The main types of coastal erosion are corrosion, attrition, solution and hydraulic action. 2. Over time the joints, faults and bedding planes in the base of the cliff become eroded and larger cracks appear. 3. The cracks become wider and weaker as the erosion continues, causing caves to form. Caves are often found on headlands because wave erosion is particularly strong here. In some cases the roofs of caves may be broken through to form blowholes. 4. When caves develop on opposite sides of a headland they will join up to form a natural arch, as the cliff is being eroded from both sides. 5. The arch continues to be eroded and will gradually become bigger and bigger until just a slim pillar is left, attached to the top of the cliff. 6. The top of the pillar collapses as it can no longer support the weight of the connecting rock, leaving behind a stack. 7. The stack is then continuously eroded at the base by the waves, and eventually will be worn down until only a stump remains. These can become so eroded that they are only visible at low tide. 8. Stumps will eventually be worn away until they remain constantly underwater as areas of shallow water, known as reefs. 9. Over a period of hundreds of years this process will continue until all evidence of past landscapes has been eroded and coastal retreat occurs. Glossary Attrition – particles in the water rubbing against each other and being worn away Bedding Plane - the surface that separates one horizontal layer, or bed, of rock from another Blowhole - a hole in the roof of a cave through which sea water is sprayed up. -
Iceland Straight Baselines
2 STRAIGHT BASELINES: ICELAND Iceland's most recent action altering their system of straight baselines was the issuance on March 11, 1961, of the Regulations Concerning the Fishery Jurisdiction of Iceland. The Regulations were promulgated on April 22, 1961. These 1961 Regulations alter the straight baselines of the preceding decrees of 1952 and 1958. An exchange of notes between Iceland and the United Kingdom, on March 11, 1961, specified the changes that were to be made to the 1958 decree and incorporated in the new 1961 declaration. Iceland claims a four nautical-mile territorial sea and a 12 nautical mile fishery limit, as measured from the straight baselines. Iceland, although a signatory, is not a party to any of the four 1958 Geneva conventions on the law of the sea. These conventions concern the territorial sea and contiguous zone, the high seas, the continental shelf, and fishing and conservation of living resources of the high seas. The pertinent articles of the Regulations concerning the Fishery Jurisdiction of Iceland are as follows: Article 1 The fishery jurisdiction of Iceland shall be delimited 12 nautical miles outside base lines drawn between the following points: 1. Horn 66° 27'4 N Lat. 22° 24'5 W. Long. 2. Asbudarrif 66° 08'1 N 20° 11'2 W. 3. Siglunes 66° 11'9 N 18° 50'1 W. 4. Flatey 66° 10'3 N 17° 50'5 W. 5. Lagey 66° 17'8 N 17° 07'0 W. 6. Raudinupur 66° 30'7 N 16° 32'5 W. 7. Rifstangi 66° 32'3 N 16° 11'9 W 8. -
PLATE 52 Fig. 112 Puerto Refugio, Angel De La Guardia Island, Looking
PLATE 51 Fig. 110 Angel de la Guardia Island, from Granite Island Fig. Ill Puerto Refugio, Angel de la Guardia Island PLATE 52 Fig. 112 Puerto Refugio, Angel de la Guardia Island, looking west Fig. 113 Reef at Puerto Refugio, Angel de la Guardia Island '•;.v:- PLATE 53 Fig. 114 Entrance Angeles Bay, Gulf of California Fig. 115 Round Top Mountain behind Angeles Bay Fig. 116 Pond Island, Gulf of California PLATES 54, 55 Fig. 117 Panorama, Angel de la Guardia Island, north end Fig. 118 Panorama, San Felipe Bay, Gulf of California PLATE 56 Fig. 119 Angel de la Guardia Island, mountain of pumice Fig. 120 Islet of Puerto Refugio Bay, Angel de la Guardia Island PLATE 57 1 -VV>«: • Fig. 121 Gonzaga Bay, Gulf of California Fig. 122 San Luis Island, north of Gonzaga Bay PLATES 58, 59 Fig. 123 Panorama of nesting colony Heerman Gulls, George's Island Fig. 124 George's Island from NW Fig. 125 (right) George's Island, sea stacks i> PLATE 60 Fig. 126 Heerman gulls, George's Island Fig. 127 Consag Rock, Gulf of California Fig. 128 Rocky Point, Sonora, Mexico NO. 2 FRASER: SCIENTIFIC WORK, VELERO III, EASTERN PACIFIC 133 PLATE 49 Fig. 105 Isla Raza, Gulf of California, looking north toward Isla Partida and Angel de la Guardia Island, which are shown in the left background. The pools in the foreground have been artificially built for the culture of oysters. Fig. 106 Isla Partida, showing the western half of the island as viewed from the eastern half. The inlet at the right and a corresponding indentation to the left of the picture divide the island opposite the low isthmus shown in the foreground, so that from a little distance it resembles two islands. -
Barrier Islands
Science Barrier Islands All along the Atlantic and Gulf of Mexico coasts of the eastern United States from New York to Texas there are sandy islands close to the shore. These are called barrier islands. Most are long and thin, oriented parallel to the shoreline. These islands have many things in common but also have many different characteristics. They all consist of a sandy beach facing the ocean or Gulf with several other habitat zones including dunes, swales, maritime forests, marshes and tidal flats. The specific natural environments vary from island to island. The bays, estuaries and lagoons found behind the islands are typically rich in marine life. The islands serve to protect these ecologically valuable places. These small land masses also protect human communities on the mainland from the destructive energy of tropical storms and hurricanes. Despite their protective function, barrier islands are very dynamic and always on the move. Their formation depends upon the movement of sand by waves, tides and currents, and these forces continue to act on all barrier islands. Many barrier islands are popular vacation sites. Resort towns have been developed on many of these islands. However, attempts to prevent erosional forces from threatening human-built structures are usually ineffective. Scofield Beach (photo credit: Marian Martinez) 30 Louisiana Barrier Islands The islands of the Louisiana coast were all created as a by-product of the Mississippi River Delta. Most are features associated with an older delta lobe that is no longer growing, and sea level rise is causing a “transgression” or an inland migration of the shoreline.