Large-Scale Coastal and Fluvial Models Constrain the Late Holocene Evolution of the Ebro Delta Jaap H
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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. -
South Fox Meadow Drainage Improvement Project
VILLAGE OF SCARSDALE WESTCHESTER COUNTY, NEW YORK COMPREHENSIVE STORM WATER MANAGEMENT SOUTH FOX MEADOW STORMWATER IMPROVEMENT PROJECT In association with WESTCHESTER COUNTY FLOOD MITIGATION PROGRAM Rob DeGiorgio, P.E., CPESC, CPSWQ The Bronx River Watershed Fox Meadow Brook Bronx River Watershed Area in Westchester 48.3 square miles (30,932 acres) 15 Sub-watersheds Percent of undeveloped land in the Watershed 3.3% (0.8 acres in Fox Meadow Brook (FMB) FMB watershed) 928 acres (5.7% of watershed) Bronx River Watershed Fox Meadow Brook George Field Park High School Duck Pond Project Philosophy and Goals •Provide flood mitigation within the Fox Meadow Brook Drainage Basin. •Reduce peak run off rates in the Bronx River Watershed through dry detention storage. •Rehabilitate and preserve natural landscapes and wetlands through invasive species management and re- construction. •Improve water quality. • Petition for and obtain County grant funding to subsidize the project. Village of Scarsdale Fox Meadow Brook Watershed SR-2 BR-4 SR-3 BR-7 BR-8 SR-5 Village of Scarsdale History •In 2009 the Village completed a Comprehensive Storm Water Management Plan. •Critical Bronx River sub drainage basin areas identified inclusive of Fox Meadow Brook (BR-4, BR-7, BR-8). •26 Capital Improvement Projects were identified, several of which comprise the Fox Meadow Detention Improvement Project. •Project included in Village’s Capital Budget. •Project has been reviewed by the NYS DEC. •NYS EFC has approved financing for the project granting Scarsdale a 50% subsidy for their local share of the costs. Village of Scarsdale Site Locations – 7 Segments 7 Project Segments 1. -
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. -
Classifying Rivers - Three Stages of River Development
Classifying Rivers - Three Stages of River Development River Characteristics - Sediment Transport - River Velocity - Terminology The illustrations below represent the 3 general classifications into which rivers are placed according to specific characteristics. These categories are: Youthful, Mature and Old Age. A Rejuvenated River, one with a gradient that is raised by the earth's movement, can be an old age river that returns to a Youthful State, and which repeats the cycle of stages once again. A brief overview of each stage of river development begins after the images. A list of pertinent vocabulary appears at the bottom of this document. You may wish to consult it so that you will be aware of terminology used in the descriptive text that follows. Characteristics found in the 3 Stages of River Development: L. Immoor 2006 Geoteach.com 1 Youthful River: Perhaps the most dynamic of all rivers is a Youthful River. Rafters seeking an exciting ride will surely gravitate towards a young river for their recreational thrills. Characteristically youthful rivers are found at higher elevations, in mountainous areas, where the slope of the land is steeper. Water that flows over such a landscape will flow very fast. Youthful rivers can be a tributary of a larger and older river, hundreds of miles away and, in fact, they may be close to the headwaters (the beginning) of that larger river. Upon observation of a Youthful River, here is what one might see: 1. The river flowing down a steep gradient (slope). 2. The channel is deeper than it is wide and V-shaped due to downcutting rather than lateral (side-to-side) erosion. -
Topic: Drainage Basins As Open Systems 3.1.1.2 Runoff, Hydrographs & Changes in the Water Cycle Over Time
Topic: Drainage basins as open systems 3.1.1.2 Runoff, hydrographs & changes in the water cycle over time What you need to know How runoff varies within the water cycle. How to analyse a flood hydrograph How the water cycle changes over time Introduction: Runoff (the flow of water over the Earth’s surface) can vary depending upon a range of physical and human factors. These include: • Time of year. • Storm conditions. • Vegetation cover. • Soil saturation levels. • Topography & relief. • Agricultural land use. • Urban land use. Physical factors affecting runoff: Time of year In temperate climates, where seasonal change is evident, runoff levels can vary greatly throughout the year. In summer, runoff levels can be low due to a reduction in rainfall. Soil saturation levels will be low and therefore any rainfall at this point can easily infiltrate into the ground. However, intense baking of the soil by the sun can lead to the soil becoming effectively impermeable and summer storms can lead to high levels of runoff as the rain is unable to soak in. This can lead to flash flooSAMPLEds. In winter, precipitation may be in the form of snow and the water may be stored on the ground due to low temperatures. Warmer temperatures in spring may lead to snowmelt and this can lead to the soil reaching field capacity quickly. Further meltwater will therefore run over the surface. © Tutor2u Limited 2016 www.tutor2u.net Topic: Drainage basins as open systems 3.1.1.2 Runoff, hydrographs & changes in the water cycle over time Storm conditions Intense storms with heavy rainfall can lead to soils quickly becoming saturated. -
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. -
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 -
River Network Rearrangements in Amazonia Shake Biogeography and Civil Security
Preprints (www.preprints.org) | NOT PEER-REVIEWED | Posted: 10 September 2018 doi:10.20944/preprints201809.0168.v1 River Network Rearrangements in Amazonia Shake Biogeography and Civil Security Authors K Ruokolainen1,2*, G Massaine Moulatlet2,3, G Zuquim2, C Hoorn3,4, H Tuomisto2 Affiliations 1 Department of Geography and Geology, University of Turku, 20014 Turku, Finland. 2 Department of Biology, University of Turku, 20014 Turku, Finland. 3 Universidad Regional Amazónica IKIAM, km 7 Via Muyuna, Parroquia Muyuna, Tena, Napo, Ecuador. 4 Institute for Biodiversity and Ecosystem Dynamics, University of Amsterdam, P.O. Box 94248, 1090 GE Amsterdam, The Netherlands. *Corresponding author. Email: [email protected] Key words: avulsion, civil defence, dispersal barrier, flood, Rio Madeira, rain forest, species distribution Abstract The scene for regional biogeography and human settlements in Central Amazonia is set by the river network, which presumably consolidated in the Pliocene. However, we present geomorphological and sediment chronological data showing that the river network has been anything but stable. Even during the last 50 kyr, the tributary relationships have repeatedly changed for four major rivers, together corresponding to one third of the discharge of the Amazon. The latest major river capture event converted the Japurá from a tributary of the Rio Negro to a tributary of the Amazon only 1000 years ago. Such broad-scale lability implies that rivers cannot have been as efficient biogeographical dispersal barriers as has generally been assumed, but that their effects on human societies can have been even more profound. Climate change and deforestation scenarios predict increasing water levels during peak floods, which will likely increase the risk of future river avulsions. -
Drainagebasin Characteristics
350 TRANSACTIONS, AMERICAN GEOPHYSICAL UNION DRAINAGE-BASIN CHARACTERISTICS Robert E. Horton Factors descriptive of a drainage-basin as related to its hydrology may be classi fied broadly as s (1) Morphologic—These factors depend only on the topography of the land forms of which the drainage-basin is composed and on the form and extent of the stream-system or drainage-net within It. (2) Soil factors—This group includes factors descriptive of the materials form ing the groundwork of the drainage-basin, including all those physical properties in volved in the moisture-relations of soils. (3) Geologic-structural factors—These factors relate to the depths and charac teristics of the underlying rocks and the nature of the geologic structures in so far as they are related to ground-water conditions or otherwise to the hydrology of the drainage-basin. (4) Vegetational factors—These are factors which depend wholly or in part on the vegetation, natural or cultivated, growing within the drainage-basin. (5) Climatic-hydrologic factors--Climatic factors include: Temperature, humid ity, rainfall, and evaporation, but as humidity, rainfall, and evaporation may also be considered as hydrologic, the two groups of factors have been combined. Hydrologic factors relate specially to conditions dependent on the operation of the hydrologic cycle, particularly with reference to runoff and ground-water. One of the central problems of hydrology is the correlation of the hydrologic characteristics of a drainage-basin with its morphology, soils, and vegetation. The problem is obviously complex. In some cases, as, for example, with reference to geologic structure, it is obviously difficult, if not impossible, to express the characteristics of the drainage-basin in simple, numerical terms. -
Sediment Transport and Deposition at River Mouths: a Synthesis
Sediment transport and deposition at river mouths: A synthesis L. D. WRIGHT Coastal Studies Unit, Department of Geography, The University of Sydney, Sydney, N.S.W., Australia 2006 ABSTRACT Yoshida (1967, 1969, 1971), Waldrop and Farmer (1973), Scruton (1956, 1960), Komar (1973), Garvine (1974,1975), Wright (1970, River-mouth process studies and comparisons of river-mouth 1971), Wright and Coleman (1971, 1972, 1973, 1974), and forms from contrasting environments suggest that sediment disper- Wright and others (1973). Synthesis of the above studies suggests sal and accumulation patterns are governed by three basic effluent that river-mouth variability can best be understood by considering forces and by tide- or wave-induced processes. Neglecting river-mouth systems as the resultants of varying contributions from modifications by tides or waves, effluent behavior and consequent a few primary and modifying forces. The primary river-mouth depositional patterns depend on the relative dominance of (1) out- forces are related directly to the interactions between effluent and flow inertia, (2) turbulent bed friction seaward of the mouth, and basin waters, and they rely on the river outflow for their driving (3) outflow buoyancy. Inertia-dominated effluents are charac- energy. These primary forces and their depositional products are terized by fully turbulent jet diffusion, exhibit low lateral spreading modified to varying degrees by tides and waves. angles and progressive lateral and longitudinal deceleration, and produce narrow river-mouth bars. Under most natural circum- PRIMARY PROCESSES AND FORMS stances, inertial effects are equaled or exceeded by either turbulent bed friction or effluent buoyancy. When the tidal range and incident wave power of the receiving Shallow depths immediately basinward of a river mouth enhance basin are negligible or small relative to the strength of river out- the effects of bed friction, causing more rapid deceleration and flow, river-dominated configurations result (Wright and Coleman, lateral expansion.