Chapter 72. Monterey Submarine Canyon And
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Our Ocean Backyard –– Santa Cruz Sentinel Columns by Gary Griggs, Director, Institute of Marine Sciences, UC Santa Cruz
Our Ocean Backyard –– Santa Cruz Sentinel columns by Gary Griggs, Director, Institute of Marine Sciences, UC Santa Cruz. #45 January 2, 2010 Why Monterey Submarine Canyon? Monterey Submarine Canyon forms a deep gash beneath the waters of Monterey Bay. At the risk of beating submarine canyons to death, I’m going to try to wrap up this discussion with some final thoughts on why we have one of the world’s largest submarine canyons in our backyard. Monterey Submarine Canyon has been known for over a century, and as with other offshore drainage systems, there has been considerable speculation over the years as to why we have this huge chasm cutting across the seafloor. Most submarine canyons align with river systems, but Elkhorn Slough hardly provides an adequate onshore source for such a massive feature. We do know that prior to 1910 the Salinas River discharged six miles north of its present mouth into Elkhorn Slough, closer to the head of Monterey Submarine Canyons. But even the Salinas River is not of the scale we would expect for an offshore feature as large as the Grand Canyon. Over 50 years ago, two geologists discovered the presence of a deep buried inland canyon beneath the Santa Cruz Mountains from oil company drill holes. This combined with other geological and geophysical observations strongly suggested that this canyon was eroded by an ancient river drainage system that played a critical role in the initial formation of the Monterey Submarine Canyon. This buried canyon, named Pajaro Gorge by some, was the route that the drainage from California’s vast Central Valley followed to the ocean for million of years. -
Wetland Loss in the Lower Galveston Bay Watershed
Galveston Bay Wetland Permit and Mitigation Assessment Lisa Gonzalez Dr. Erin Kinney Dr. John Jacob Marissa Llosa Transportation Stream & Wetland Mitigation Peer Exchange – June 5-6, 2018 Galveston Bay Watershed ~24,000 square miles ~Half of Texas’ population of 28M TXDOT Districts Beaumont Houston Population Growth 213 % 59 % 65 % * 119 % * 54 % 239 % 106 % 89 % % Change in Population 1990 to 2017 Data Source: U.S. Census, *Texas Demographic Center Population Projection Regional Habitat H-GAC Eco-Logical Map; Wetland Mitigation Opportunities white paper, 2014 Regional Land Cover Change; 1996-2010 • Growth in impervious (107K acres) & developed (254K acres) areas • Wetland net change -54K acres NLDC, NOAA C-CAP Coastal Bottomlands and Blue Elbow Mitigation Banks Mitigation Bank Mitigation Bank HUC8 ORMII Permits ORMII Permits Galveston Bay Mitigation Banks TCWP Ground-truth Wetland Mitigation Assessment • 17 sites: 4 permit mitigation sites not accessible, leaving 13 permits for site review (8 PRM, 5 MB). • Assessment criteria based on three-fold definition of a wetland (Tiner, 1989): – Hydrophytic vegetation (partially or completely submerged in water), – Evidence of hydrology, – Soil indicators consistent with wetland hydrology. • Conservative assessment: – Success: “reasonably wet” with recognizable wetland plants and hydric soils. – Failure: substandard compensatory mitigation site with a lack of any evidence for wetland mitigation TCWP Ground-truth Wetland Mitigation Assessment • Minimum 5% of the total mitigation site inventoried. • Plots (10 m x 10 m) representatively within the tract. • Plant species presence and percent cover assessed. • Cover of various biotic and abiotic surface materials collected in each plot. • Comprehensive list of species compiled. • Pictures of the site and the sample plot taken along with any notable site features. -
Gulf of California - Sea of Cortez Modern Sailing Expeditions
Gulf of California - Sea of Cortez Modern Sailing Expeditions November 24 to December 4, 2019 Modern Sailing School & Club Cpt Blaine McClish (415) 331 – 8250 Trip Leader THE BOAT — Coho II, 44’ Spencer 1330 Coho II is MSC’s legendary offshore racer/cruiser. She has carried hundreds of MSC students and sailors under the Golden Gate Bridge and onto the Pacific Ocean. At 44.4 feet overall length and 24,000 pounds of displacement, Coho II is built for crossing oceans with speed, seakindly motion, and good performance in both big winds and light airs. • Fast and able bluewater cruiser • Fully equipped for the offshore sailing and cruising experience TRAVEL ARRANGEMENTS You are responsible for booking your own airfare. Direct flights from SFO to La Paz, and Los Cabos to SFO are available but are limited. Flights with layovers in San Diego or Los Angeles will cost less than direct flights. If you would like to use a travel agent to book your flights, we suggest Bob Entwisle at E&E Travel at (415) 819-5665. WHAT TO BRING Luggage Travel light. Your gear should fit in a medium duffel bag and small carry-on bag. Your carry-on should be less than 15 pounds. We recommend using a dry bag or backpack. Both bags should be collapsible for easy storage on the boat in small space. Do not bring bags with hard frames as they are difficult to stow. Gear We have found that people often only use about half of what they bring. A great way to bring only what you use is to lay all your items out and reduce it by 50%. -
Mathematical Model of Groynes on Shingle Beaches
HR Wallingford Mathematical Model of Groynes on Shingle Beaches A H Brampton BSc PhD D G Goldberg BA Report SR 276 November 1991 Address:Hydraulics Research Ltd, wallingford,oxfordshire oxl0 gBA,United Kingdom. Telephone:0491 35381 Intemarional + 44 49135381 relex: g4gsszHRSwALG. Facstunile:049132233Intemarional + M 49132233 Registeredin EngtandNo. 1622174 This report describes an investigation carried out by HR Wallingford under contract CSA 1437, 'rMathematical- Model of Groynes on Shingle Beaches", funded by the Ministry of Agri-culture, Fisheries and Food. The departmental nominated. officer for this contract was Mr A J Allison. The company's nominated. project officer was Dr S W Huntington. This report is published on behalf of the Ministry of Agriculture, Fisheries and Food, but the opinions e>rpressed are not necessarily those of the Ministry. @ Crown Copyright 1991 Published by permission of the Controller of Her Majesty's Stationery Office Mathematical model of groSmes on shingle beaches A H Brampton BSc PhD D G Goldberg BA Report SR 276 November 1991 ABSTRACT This report describes the development of a mathematical model of a shingle beach with gro5mes. The development of the beach plan shape is calculated given infornation on its initial position and information on wave conditions just offshore. Different groyne profiles and spacings can be specified, so that alternative gro5me systems can be investigated. Ttre model includes a method for dealing with varying water levels as the result of tidal rise and fall. CONTENTS Page 1. INTRODUCTION I 2. SCOPEOF THE UODEL 3 2.t Model resolution and input conditions 3 2.2 Sediment transport mechanisms 6 2.3 Vertical distribution of sediment transport q 2.4 Wave transformation modelling L0 3. -
Is the Gulf of Taranto an Historic Bay?*
Ronzitti: Gulf of Taranto IS THE GULF OF TARANTO AN HISTORIC BAY?* Natalino Ronzitti** I. INTRODUCTION Italy's shores bordering the Ionian Sea, particularly the seg ment joining Cape Spartivento to Cape Santa Maria di Leuca, form a coastline which is deeply indented and cut into. The Gulf of Taranto is the major indentation along the Ionian coast. The line joining the two points of the entrance of the Gulf (Alice Point Cape Santa Maria di Leuca) is approximately sixty nautical miles in length. At its mid-point, the line joining Alice Point to Cape Santa Maria di Leuca is approximately sixty-three nautical miles from the innermost low-water line of the Gulf of Taranto coast. The Gulf of Taranto is a juridical bay because it meets the semi circular test set up by Article 7(2) of the 1958 Geneva Convention on the Territorial Sea and the Contiguous Zone. 1 Indeed, the waters embodied by the Gulf cover an area larger than that of the semi circle whose diameter is the line Alice Point-Cape Santa Maria di Leuca (the line joining the mouth of the Gulf). On April 26, 1977, Italy enacted a Decree causing straight baselines to be drawn along the coastline of the Italian Peninsula.2 A straight baseline, about sixty nautical miles long, was drawn along the entrance of the Gulf of Taranto between Cape Santa Maria di Leuca and Alice Point. The 1977 Decree justified the drawing of such a line by proclaiming the Gulf of Taranto an historic bay.3 The Decree, however, did not specify the grounds upon which the Gulf of Taranto was declared an historic bay. -
Downloaded 09/27/21 09:22 PM UTC 1874 JOURNAL of PHYSICAL OCEANOGRAPHY VOLUME 28
OCTOBER 1998 PETRUNCIO ET AL. 1873 Observations of the Internal Tide in Monterey Canyon EMIL T. P ETRUNCIO,* LESLIE K. ROSENFELD, AND JEFFREY D. PADUAN Department of Oceanography, Naval Postgraduate School, Monterey, California (Manuscript received 19 May 1997, in ®nal form 8 December 1997) ABSTRACT Data from two shipboard experiments in 1994, designed to observe the semidiurnal internal tide in Monterey Canyon, reveal semidiurnal currents of about 20 cm s21, which is an order of magnitude larger than the estimated barotropic tidal currents. The kinetic and potential energy (evidenced by isopycnal displacements of about 50 m) was greatest along paths following the characteristics calculated from linear theory. These energy ray paths are oriented nearly parallel to the canyon ¯oor and may originate from large bathymetric features beyond the mouth of Monterey Bay. Energy propagated shoreward during the April experiment (ITEX1), whereas a standing wave, that is, an internal seiche, was observed in October (ITEX2). The difference is attributed to changes in strati®cation between the two experiments. Higher energy levels were present during ITEX1, which took place near the spring phase of the fortnightly (14.8 days) cycle in sea level, while ITEX2 occurred close to the neap phase. Further evidence of phase-locking between the surface and internal tides comes from monthlong current and temperature records obtained near the canyon head in 1991. The measured ratio of kinetic to potential energy during both ITEX1 and ITEX2 was only half that predicted by linear theory for freely propagating internal waves, probably a result of the constraining effects of topography. Internal tidal energy dissipation rate estimates for ITEX1 range from 1.3 3 1024 to 2.3 3 1023 Wm23, depending on assumptions made about the effect of canyon shape on dissipation. -
Effects of a Shallow Flood Shoal and Friction on Hydrodynamics of A
PUBLICATIONS Journal of Geophysical Research: Oceans RESEARCH ARTICLE Effects of a shallow flood shoal and friction on hydrodynamics 10.1002/2016JC012502 of a multiple-inlet system Key Points: Mara M. Orescanin1 , Steve Elgar2 , Britt Raubenheimer2 , and Levi Gorrell2 A flood shoal can act as a tidal reflector and limit the influence of an 1Oceanography Department, Naval Postgraduate School, Monterey, California, USA, 2Applied Ocean Physics and inlet in a multiple-inlet system Engineering, Woods Hole Oceanographic Institution, Woods Hole, Massachusetts, USA The effects of inertia, friction, and the flood shoal can be separated with a lumped element model As an inlet lengthens, narrows, and Abstract Prior studies have shown that frictional changes owing to evolving geometry of an inlet in a shoals, the lumped element model multiple inlet-bay system can affect tidally driven circulation. Here, a step between a relatively deep inlet shows the initial dominance of the and a shallow bay also is shown to affect tidal sea-level fluctuations in a bay connected to multiple inlets. shoal is replaced by friction To examine the relative importance of friction and a step, a lumped element (parameter) model is used that includes tidal reflection from the step. The model is applied to the two-inlet system of Katama Inlet (which Correspondence to: M. M. Orescanin, connects Katama Bay on Martha’s Vineyard, MA to the Atlantic Ocean) and Edgartown Channel (which con- [email protected] nects the bay to Vineyard Sound). Consistent with observations and previous numerical simulations, the lumped element model suggests that the presence of a shallow flood shoal limits the influence of an inlet. -
The Impact of Makeshift Sandbag Groynes on Coastal Geomorphology: a Case Study at Columbus Bay, Trinidad
Environment and Natural Resources Research; Vol. 4, No. 1; 2014 ISSN 1927-0488 E-ISSN 1927-0496 Published by Canadian Center of Science and Education The Impact of Makeshift Sandbag Groynes on Coastal Geomorphology: A Case Study at Columbus Bay, Trinidad Junior Darsan1 & Christopher Alexis2 1 University of the West Indies, St. Augustine Campus, Trinidad 2 Institute of Marine Affairs, Chaguaramas, Trinidad Correspondence: Junior Darsan, Department of Geography, University of the West Indies, St Augustine, Trinidad. E-mail: [email protected] Received: January 7, 2014 Accepted: February 7, 2014 Online Published: February 19, 2014 doi:10.5539/enrr.v4n1p94 URL: http://dx.doi.org/10.5539/enrr.v4n1p94 Abstract Coastal erosion threatens coastal land which is an invaluable limited resource to Small Island Developing States (SIDS). Columbus Bay, located on the south-western peninsula of Trinidad, experiences high rates of coastal erosion which has resulted in the loss of millions of dollars to coconut estate owners. Owing to this, three makeshift sandbag groynes were installed in the northern region of Columbus Bay to arrest the coastal erosion problem. Beach profiles were conducted at eight stations from October 2009 to April 2011 to determine the change in beach widths and beach volumes along the bay. Beach width and volume changes were determined from the baseline in October 2009. Additionally, a generalized shoreline response model (GENESIS) was applied to Columbus Bay and simulated a 4 year model run. Results indicate that there was an increase in beach width and volume at five stations located within or adjacent to the groyne field. -
Burton 2013 Cultural History of Davidson Seamount
Cultural History of Davidson Seamount: A Characterization of Mapping, Research, and Fishing Erica J. Burton Monterey Bay National Marine Sanctuary Technical Report August 2013 Cultural History of Davidson Seamount MBNMS Technical Report COVER IMAGES Top left: Davidson Seamount, the first undersea feature to be officially termed a seamount by the U.S. Board on Geographic Names. This feature was surveyed by the C&GS in 1933 and named in honor of the great Coast Survey West Coast pioneer George Davidson, 1825-1911. Latitude should range from 35 to 36 degrees. Image Credit: NOAA Central Library Historical Collection (NOAA Photo Library) and original chart credit: Association of Commissioned Officers (1933). Top right: George Davidson (circa 1883). Credit: NOAA, B.A. Colonna Album (NOAA Photo Library) Bottom: Monterey Bay Aquarium Research Institute’s ROV Tiburon. Credit: T. Trejo for NOAA. SUGGESTED CITATION Burton, E.J. 2013. Cultural History of Davidson Seamount: A Characterization of Mapping, Research, and Fishing. MBNMS Technical Report, 21 p. 2 Cultural History of Davidson Seamount MBNMS Technical Report TABLE OF CONTENTS INTRODUCTION .......................................................................................................................................4 MAPPING ................................................................................................................................................................................ 5 RESEARCH AND MONITORING ................................................................................................................................ -
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 -
Biologic and Geologic Characteristics of Cold Seeps in Monterey Bay, California
Deep-Ser Research I, Vol. 43, No. 1 I-12, pp. 1739-1762, 1996 Pergamon Copyright 0 1996 Elsevier Science Ltd Primed in Great Britain. All rights reserved PII: SO967-0637(96)0007~1 0967-0637/96 Sl5.00+0.00 Biologic and geologic characteristics of cold seeps in Monterey Bay, California JAMES P. BARRY,* H. GARY GREENE,*? DANIEL L. ORANGE,* CHARLES H. BAXTER,* BRUCE H. ROBISON,* RANDALL E. KOCHEVAR,* JAMES W. NYBAKKEN,? DONALD L. REEDS and CECILIA M. McHUGHg (Received 12 June 1995; in revisedform 12 March 1996; accepted 26 May 1996) Abstract-Cold seep communities discovered at three previously unknown sites between 600 and 1000 m in Monterey Bay, California, are dominated by chemoautotrophic bacteria (Beggiatoa sp.) and vesicomyid clams (5 sp.). Other seep-associated fauna included galatheid crabs (Munidopsis sp.), vestimentiferan worms (LameNibrachia barhaml?), solemyid clams (Solemya sp.),columbellid snails (Mitrellapermodesta, Amphissa sp.),and pyropeltid limpets (Pyropelta sp.). More than 50 species of regional (i.e. non-seep) benthic fauna were also observed at seeps. Ratios of stable carbon isotopes (S13C) in clam tissues near - 36%0indicate sulfur-oxidizing chemosynthetic production, rather than non-seep food sources, as their principal trophic pathway. The “Mt Crushmore” cold seep site is located in a vertically faulted and fractured region of the Pliocene Purisima Formation along the walls of Monterey Canyon (Y 635 m), where seepage appears to derive from sulfide-rich fluids within the Purisima Formation. The “Clam Field” cold seep site, also in Monterey Canyon (_ 900 m) is located near outcrops in the hydrocarbon-bearing Monterey Formation. -
Bay-Sic Ratios
BAY-SIC RATIOS INTRODUCTION: The land that surrounds the Chesapeake Bay spans 64,000 square miles and includes portions of six states – Virginia, West Virginia, Maryland, Pennsylvania, Delaware, and New York – and the District of Columbia. Remember that a watershed is the area of land that drains into a specific body of water. The rainwater running off the land and going into nearby creeks, rivers, and streams from those six states, plus D.C., is going right into the Chesapeake Bay. Wow! That’s a lot of water going into the Bay! With such a big watershed area draining into the Chesapeake Bay, you would think the Bay is really deep, right? Wrong! Actually, the Bay averages a depth of only 21 feet, which means that it is surpris- ingly shallow considering the large amount of land that drains into it. Unfortunately, being shallow means that the Bay is extremely sensitive to pollu- tion. As pollution enters the Bay, it changes the Bay’s water quality, which can mean trouble for some of the Bay’s valuable resources. In this activity, you will use a scale model to illus- trate the shallowness of the Chesapeake Bay, and to compare the Bay watershed to other watersheds around the world. MATERIALS: • 1 envelope • 1 sugar cube • paper squares • Land-to-Water Ratios Around the World chart • Chesapeake Bay Watershed map • Watershed of the World map VOCABULARY: drainage basin, ratio, runoff, vulnerable, watershed Charles R. Hazard W. A .V.E. BAY-SIC Ratios 13 PROCEDURE: 1. Your teacher will give you an envelope that contains the name of a body of water, numerous squares, and one sugar cube.