River Mouth Dynamics- View from Space: a Case Study of the Mulki- Pavanje River, South Kanara
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Alexander the Great's Tombolos at Tyre and Alexandria, Eastern Mediterranean ⁎ N
Available online at www.sciencedirect.com Geomorphology 100 (2008) 377–400 www.elsevier.com/locate/geomorph Alexander the Great's tombolos at Tyre and Alexandria, eastern Mediterranean ⁎ N. Marriner a, , J.P. Goiran b, C. Morhange a a CNRS CEREGE UMR 6635, Université Aix-Marseille, Europôle de l'Arbois, BP 80, 13545 Aix-en-Provence cedex 04, France b CNRS MOM Archéorient UMR 5133, 5/7 rue Raulin, 69365 Lyon cedex 07, France Received 25 July 2007; received in revised form 10 January 2008; accepted 11 January 2008 Available online 2 February 2008 Abstract Tyre and Alexandria's coastlines are today characterised by wave-dominated tombolos, peculiar sand isthmuses that link former islands to the adjacent continent. Paradoxically, despite a long history of inquiry into spit and barrier formation, understanding of the dynamics and sedimentary history of tombolos over the Holocene timescale is poor. At Tyre and Alexandria we demonstrate that these rare coastal features are the heritage of a long history of natural morphodynamic forcing and human impacts. In 332 BC, following a protracted seven-month siege of the city, Alexander the Great's engineers cleverly exploited a shallow sublittoral sand bank to seize the island fortress; Tyre's causeway served as a prototype for Alexandria's Heptastadium built a few months later. We report stratigraphic and geomorphological data from the two sand spits, proposing a chronostratigraphic model of tombolo evolution. © 2008 Elsevier B.V. All rights reserved. Keywords: Tombolo; Spit; Tyre; Alexandria; Mediterranean; Holocene 1. Introduction Courtaud, 2000; Browder and McNinch, 2006); (2) establishing a typology of shoreline salients and tombolos (Zenkovich, 1967; The term tombolo is used to define a spit of sand or shingle Sanderson and Eliot, 1996); and (3) modelling the geometrical linking an island to the adjacent coast. -
NATURAL ENGLAND Geomorphological Advice in Respect of Pagham Spit (West Sussex). April 2013
Pagham Spit Advice 2013 NATURAL ENGLAND Geomorphological Advice in respect of Pagham spit (West Sussex). April 2013 Professor Julian Orford Queen’s University, Belfast Pagham Spit Advice 2013 Natural England Advice Request 1) Could the two recycling operations: i) 2010 and ii) 2012-13 have had a detrimental impact on the site’s functioning and its geomorphological interest? 2) What are the best sources for the current sediment recycling proposals? Note two joint operations to be considered: i) HW erosion at western Pagham and ii) re- armouring of the exposed armoured groyne 3) Is the channel likely to close? 4) What are the possible ways in which the spit might develop, both in the short and longer term? Of these, which is the most likely? 5) Is the rock armour the most effective way to protect the properties? 6) Our current view is that the on-going evolution of the Church Norton spit is a key component in the conservation of the geomorphological interest of the SSSI. Are there other elements we should also be concerned about? Glossary Berm: A constructive wave-built beach face feature generally occurring at the swash reach associated with any particular high tide position. Cumulatively over the neap to spring tidal half-cycle, one berm is realized, associated with highest tidal position. On the falling spring- neap cycle, a series of berms may be realized at each successive lower position achieved by the swash-reach of each successive falling tidal level. Cannibalisation: The tendency for a beach system where the longshore sediment supply has reduced or failed, to use the existing beach sediment as a further source for subsequent longshore sediment transport down-drift. -
Whale Shark Rhincodon Typus Populations Along the West Coast of the Gulf of California and Implications for Management
Vol. 18: 115–128, 2012 ENDANGERED SPECIES RESEARCH Published online August 16 doi: 10.3354/esr00437 Endang Species Res Whale shark Rhincodon typus populations along the west coast of the Gulf of California and implications for management Dení Ramírez-Macías1,2,*, Abraham Vázquez-Haikin3, Ricardo Vázquez-Juárez1 1Centro de Investigaciones Biológicas del Noroeste, Mar Bermejo 195, Col. Playa Palo de Santa Rita, La Paz, Baja California Sur 23096, Mexico 2Tiburón Ballena México de Conciencia México, Manatí 4802, Col. Esperanza III, La Paz, Baja California Sur 23090, Mexico 3Asociación de Pesca Deportiva y Ecoturismo de Bahía de los Ángeles, Domicilio conocido Bahía de los Ángeles, Baja California 22980, Mexico ABSTRACT: We used photo-identification data collected from 2003 through 2009 to estimate pop- ulation structure, site fidelity, abundance, and movements of this species along the west coast of the Gulf of California to make recommendations for effective conservation and management. Of 251 whale sharks identified from 1784 photographs, 129 sharks were identified in Bahía de Los Ángeles and 125 in Bahía de La Paz. Only juveniles (mostly small) were found in these 2 bays. At Isla Espíritu Santo, we identified adult females; at Gorda Banks we identified 15 pregnant females. High re-sighting rates within and across years provided evidence of site fidelity among juvenile sharks in the 2 bays. Though the juveniles were not permanent residents, they used the areas regularly from year to year. A proportion of the juveniles spent days to a month or more in the coastal waters of the 2 bays before leaving, and periods of over a month outside the study areas before entering the bays again. -
Field Studies and 3D Modelling of Morphodynamics in a Meandering River Reach Dominated by Tides and Suspended Load
fluids Article Field Studies and 3D Modelling of Morphodynamics in a Meandering River Reach Dominated by Tides and Suspended Load Qiancheng Xie 1,* , James Yang 2,3 and T. Staffan Lundström 1 1 Division of Fluid and Experimental Mechanics, Luleå University of Technology, 97187 Luleå, Sweden; [email protected] 2 Vattenfall AB, Research and Development, Hydraulic Laboratory, 81426 Älvkarleby, Sweden; [email protected] 3 Resources, Energy and Infrastructure, Royal Institute of Technology, 10044 Stockholm, Sweden * Correspondence: [email protected]; Tel.: +4672-2870-381 Received: 9 December 2018; Accepted: 20 January 2019; Published: 22 January 2019 Abstract: Meandering is a common feature in natural alluvial streams. This study deals with alluvial behaviors of a meander reach subjected to both fresh-water flow and strong tides from the coast. Field measurements are carried out to obtain flow and sediment data. Approximately 95% of the sediment in the river is suspended load of silt and clay. The results indicate that, due to the tidal currents, the flow velocity and sediment concentration are always out of phase with each other. The cross-sectional asymmetry and bi-directional flow result in higher sediment concentration along inner banks than along outer banks of the main stream. For a given location, the near-bed concentration is 2−5 times the surface value. Based on Froude number, a sediment carrying capacity formula is derived for the flood and ebb tides. The tidal flow stirs the sediment and modifies its concentration and transport. A 3D hydrodynamic model of flow and suspended sediment transport is established to compute the flow patterns and morphology changes. -
A Scientific Forum on the Gulf of Mexico: the Islands in the Stream Concept
Proceedings: Gulf of Mexico Science Forum A Scientific Forum on the Gulf of Mexico: The Islands in the Stream Concept Proceedings of the Forum: 23 January 2008 Keating Education Center Mote Marine Laboratory Sarasota, Florida Proceedings: Gulf of Mexico Science Forum Table of Contents Forward (Ernest Estevez) .............................................................................................................4 Executive Summary.....................................................................................................................6 Acknowledgements ......................................................................................................................9 Organizing Committee ................................................................................................................9 Welcome and Introduction (Kumar Mahadevan and Daniel J. Basta) .....................................10 Introduction to the Forum (Billy D. Causey)...........................................................................12 Summary of Scientific Forum (John Ogden) ...........................................................................14 Panel 1: The Geological Setting...............................................................................................17 Geologic Underpinnings of the “Islands in the Stream”; West Florida Margin (Albert Hine and Stanley Locker)...............................................17 Shelf Edge of the Northwest Gulf of Mexico (Niall Slowey).............................................22 -
CLASSIFICATION of CALIFORNIA ESTUARIES BASED on NATURAL CLOSURE PATTERNS: TEMPLATES for RESTORATION and MANAGEMENT Revised
CLASSIFICATION OF CALIFORNIA ESTUARIES BASED ON NATURAL CLOSURE PATTERNS: TEMPLATES FOR RESTORATION AND MANAGEMENT Revised David K. Jacobs Eric D. Stein Travis Longcore Technical Report 619.a - August 2011 Classification of California Estuaries Based on Natural Closure Patterns: Templates for Restoration and Management David K. Jacobs1, Eric D. Stein2, and Travis Longcore3 1UCLA Department of Ecology and Evolutionary Biology 2Southern California Coastal Water Research Project 3University of Southern California - Spatial Sciences Institute August 2010 Revised August 2011 Technical Report 619.a ABSTRACT Determining the appropriate design template is critical to coastal wetland restoration. In seasonally wet and semi-arid regions of the world coastal wetlands tend to close off from the sea seasonally or episodically, and decisions regarding estuarine mouth closure have far reaching implications for cost, management, and ultimate success of coastal wetland restoration. In the past restoration planners relied on an incomplete understanding of the factors that influence estuarine mouth closure. Consequently, templates from other climatic/physiographic regions are often inappropriately applied. The first step to addressing this issue is to develop a classification system based on an understanding of the processes that formed the estuaries and thus define their pre-development structure. Here we propose a new classification system for California estuaries based on the geomorphic history and the dominant physical processes that govern the formation of the estuary space or volume. It is distinct from previous estuary closure models, which focused primarily on the relationship between estuary size and tidal prism in constraining closure. This classification system uses geologic origin, exposure to littoral process, watershed size and runoff characteristics as the basis of a conceptual model that predicts likely frequency and duration of closure of the estuary mouth. -
Shoreline Evolution Chesapeake Bay Shoreline City of Norfolk, Virginia
Shoreline Evolution Chesapeake Bay Shoreline City of Norfolk, Virginia Virginia Institute of Marine Science College of William & Mary Gloucester Point, Virginia 2005 Shoreline Evolution Chesapeake Bay Shoreline City of Norfolk, VA C. Scott Hardaway, Jr. 1 Donna A. Milligan 1 Lyle M. Varnell 2 Christine Wilcox 1 George R. Thomas 1 Travis R. Comer 1 Shoreline Studies Program 1 Department of Physical Sciences and Wetlands Program 2 Center for Coastal Resources Management Virginia Institute of Marine Science College of William & Mary Gloucester Point, Virginia 2005 This project was funded by the Virginia Department of Environmental Quality’s Coastal Resources Management Program through Grant #NA17OZ2355 of the National Oceanic and Atmospheric Administration, Office of Ocean and Coastal Resource Management, under the Coastal Zone Management Act of 1972, as amended. The views expressed herein are those of the authors and do not necessarily reflect the views of NOAA or any of its subagencies or DEQ. LIST OF FIGURES Figure 1. Location of the City of Norfolk within the Chesapeake Bay estuarine system...................2 Figure 2. Location of localities in the Dune Act with jurisdictional and non-jurisdictional localities noted. ...2 TABLE OF CONTENTS Figure 3. Geological map of the City of Norfolk (from Mixon et al., 1989). ...........................3 Figure 4. Index of shoreline plates.............................................................4 TABLE OF CONTENTS .................................................................. i Figure 5. Variability of dune and beach profiles within the City of Norfolk ............................7 Figure 6. Typical profile of a Chesapeake Bay dune system. ........................................7 LIST OF FIGURES ....................................................................... i Figure 7. Photo of the Norfolk shoreline showing dune site NF3.. ...................................9 Figure 8. -
Appendices for the White River Base Flow Study
APPENDIX 1 Habitat types and descriptions adapted from Bisson et al. 1982 and Upper Colorado River Basin Database _____________________________________________________________________________ Habitat Category Habitat Description _____________________________________________________________________________ Riffles Shallow (<20 cm deep), moderate current velocity (20-50 cm/sec), moderate turbulence, substrate gravel, pebble, and cobble-sized particles (2-256 mm), gradient <4% Rapids Gradient >4%, swiftly flowing water (>50 cm/sec), considerable turbulence, substrate largely composed of boulders Pools A portion of stream that is deep and less velocity than run; often lies between riffles Eddies Presence of counter- current; usually deep and less velocity than main- channel Runs Possess attributes of both riffles and pools; characterized by moderately shallow water (10-30 cm deep) with laminar flow; substrate gravel and cobble. _____________________________________________________________________________ 50 APPENDIX 2 - Habitat Suitability Criteria Table 1. Habitat use curve for adult Colorado pikeminnow for daytime resting (bottom velocities); from Miller and Modde (1999). ________________________________________ Velocity HSI Depth HSI (m/s) (m) ________________________________________ 0.000 0.25 0.000 0.00 0.027 0.50 0.427 0.00 0.030 1.00 0.792 0.125 0.244 1.00 0.914 0.25 0.366 0.500 1.158 0.50 0.396 0.25 1.280 1.00 0.427 0.00 6.096 1.00 ________________________________________ Table 2. Habitat use curve for adult Colorado pikeminnow for -
Sediment Transport in River Mouth Estuary
SEDIMENT TRANSPORT IN RIVER MOUTH ESTUARY Katsuhide YOKOYAMA, Dr.Eng. Assistant Professor Department of Civil Engineering dredge Tokyo Metropolitan University 1-1 Minami-Osawa, Hachioji, Tokyo, Japan 192-0397 [email protected] tel;81-426-77-2786 fax;81-426-77-2772 Introduction & Study Area 0 2km N The river mouth estuary and wetland are comprised of variety of view natural, morphologically and ecologically complex aquatic point environments. In this region, fresh water mixes with salt water, therefore the Tidal river stream runs more slowly, the suspended sediment supplied Sea from the upstream basin deposit and the shallow water area is flat created. River mouth estuary is very important area for ecosystem and 白川 fishery. On the other hand, it is necessary to dredge and enlarge the Port river channel in some cases in order to discharge the river flood into SHIRAKAWA sea safely. River The purpose of this study is to develop the rational management practices of river mouth estuarine resource. It is necessary to Flood and sediment Tidal pumping and explain the sediment transport and the topographical process. discharge sediment transport A field study was undertaken in the SHIRAKAWA river. The Sea topography change of tidal flat was surveyed and the sediment discharge by floods was measured and the annual sediment transport by tidal current was monitored. Using these results, the amount of sediment load was calculated and the influence of the sediment transport by flood and by tidal current on the topography Deposition of silt and change -
Hydrology and Morphology of Two River Mouth Regions
Hydrology OCEANOLOGIA, 47 (3), 2005. pp. 365–385. and morphology of two C 2005, by Institute of river mouth regions Oceanology PAS. (temperate Vistula Delta KEYWORDS and subtropical Red River River mouth Delta) Delta Sedimentation Discharge Waves Coastal currents Zbigniew Pruszak1 Pham van Ninh2 Marek Szmytkiewicz1 Nguyen Manh Hung2 Rafał Ostrowski1,∗ 1 Institute of Hydroengineering, Polish Academy of Sciences, Kościerska 7, PL–80–953 Gdańsk, Poland; e-mail: rafi@ibwpan.gda.pl ∗corresponding author 2 Institute of Mechanics, Center for Marine Environment, Survey, Research and Consultation, 264 Don Can, Hanoi, Vietnam Received 7 February 2005, revised 3 August 2005, accepted 29 August 2005. Abstract The paper presents a comparative analysis of two different river mouths from two different geographical zones (subtropical and temperate climatic regions). One is the multi-branch and multi-spit mouth of the Red River on the Gulf of Tonkin (Vietnam), the other is the smaller delta of the river Vistula on a bay of the Baltic Sea (Poland). The analysis focuses on the similarities and differences in the hydrodynamics between these estuaries and the adjacent coastal zones, the features of sediment transport, and the long-term morphodynamics of the river outlets. Salinity and water level are also discussed, the latter also in the context of the anticipated global effect of accelerated sea level rise. The analysis shows The complete text of the paper is available at http://www.iopan.gda.pl/oceanologia/ 366 Z. Pruszak, P. V. Ninh, M. Szmytkiewicz, N. M. Hung, R. Ostrowski that the climatic and environmental conditions associated with geographical zones give rise to fundamental differences in the generation and dynamic evolution of the river mouths. -
The Spit (Gold Coast Harbour) Local Area Plan
Part 6 Local Area Plans Division 2 Local Area Plans Chapter 26 The Spit (Gold Coast Harbour) 1.0 Intent The purpose of this Local Area Plan (LAP) is to provide for the maintenance of the open space character and environmental significance of The Spit (Gold Coast Harbour) and to facilitate and control recreational usage of park reserves. It is intended to consolidate and enhance marine-oriented development, including ancillary tourist and entertainment facilities, and to preserve the predominantly natural aspect of The Spit (Gold Coast Harbour). 2.0 Application 2.1 This LAP applies to all development subject to the Planning Scheme and located within the LAP area, as indicated in The Spit (Gold Coast Harbour) LAP Map 26.1 – Boundary. 2.2 The Table of Development indicated in Clause 6.0 identifies the level of assessment for development occurring within this LAP area. 2.3 The codes that may be relevant to the assessment of development in this LAP area are listed in Clause 7.0. 2.4 It should be noted that self assessable development is consistent with the intent and Desired Environmental Outcomes (DEOs) of this LAP, and therefore need only comply with the acceptable solutions of The Spit (Gold Coast Harbour) LAP Place Code contained in Clause 8.0 and any other acceptable solutions identified in the relevant codes explicitly referred to in Subclause 7.1. 2.5 The Spit (Gold Coast Harbour) is included within the study area for the Gold Coast City Harbour Study, a joint investigation currently underway between Council and the state government of future land use and development options for the southern Broadwater and its shores. -
Link to SRSB Dune Restoration and Management Plan
The Greater Salinas River State Beach Dune Restoration and Management Plan Central Coast Wetlands Group at Moss Landing Marine Labs and Coastal Conservation and Research in partnership with California Department of Parks and Recreation Revised June 2020 This page intentionally left blank CONTENTS Existing Conditions and Background ....................................................................................... 1 Introduction ................................................................................................................. 1 Site Description ............................................................................................................ 1 Plants and Animals at the Dunes ........................................................................................ 5 Dunes and Iceplant ....................................................................................................... 10 Previous Restoration Efforts in Monterey Bay ...................................................................... 12 Dunes as Coastal Protection from Storms ........................................................................... 14 Restoration Plan ............................................................................................................. 16 Summary................................................................................................................... 16 Restoration Goals and Objectives ..................................................................................... 18 Goal 1. Eradicate