NB KVK How is estuary exchange flow modulated by channel depth? Jige (Dove) Guo, Robert Chant Abstract Reference Number: 745470.

Slides:



Advertisements
Similar presentations
Willem Botes: WAMTechnology cc A Milnerton Estuary Study (Diep River), during 2004 was used as an example. Click to continue A demonstration.
Advertisements

Hydrodynamics and Sediment Transport Modelling Ramiro Neves
Turbulent Mixing During an Admiralty Inlet Bottom Water Intrusion Philip Orton Hats off to the A-Team: Sally, Erin, Karin and Christie! Profs extraordinaire:
LOCO, The Netherlands Irminger Sea (PI Hendrik van Aken) Mozambique Channel (PI Herman Ridderinkhof) Lifamatola Passage, Indonesia (INSTANT) Canary Basin.
Tidal Rectification = Overtides and compound tides Nonlinear effects on tides.
Cape Fear River Estuary: Temporal Influences on Salinity and Circulation presented by May Ling Becker July 27, 2006 Wilmington Navassa Cape Fear R. DRAFT.
LANDSAT Aug 31, 2011 Sediment transport and deposition: salinity fronts and storm events David Ralston, Rocky Geyer, John Warner, Gary Wall Hudson River.
Exploring Optimal Locations for Underwater Turbine Emplacement near Marine Navigation Passageways Steps to a “go” or “no” answer. With Thanks to: MIT Sea.
1 Understanding Salinity Variability in the Columbia River Estuary Sierra & Julia Observation ● Prediction ● Analysis ● Collaboration Frontline Mentor:
Abstract We quantified turbulent dissipation in the Raritan river using both conventional methods and a novel technique, the structure function method.
FIELD OBSERVATIONS OF TIDAL CURRENT IN THE MOUTH OF ISAHAYA BAY BY MEANS OF DBF OCEAN RADAR AND ADCP DURING AUTUMN SEASON IN 2005 Kenta Takenouchi 1),
IN SITU MEASUREMENT ON COASTAL CURRENT CHARACTERISTIC AND WATER QUALITY DYNAMICS IN MINAMATA BAY Izaya Tateyama*, A Tada, S Yano, A Matsuyama, Y Ohbuchi.
Spatial and Temporal Variability of Hydrography in the Vicinity of the Main Endeavour Field Scott Veirs, Christian Sarason, Russell McDuff, Fritz Stahr,
Useful texts: Mann & Lazier, The Dynamics of Marine Ecosystems, Blackwell Science. Simpson, In: The Sea, vol 10, chapter 5. Simpson, In: The Sea, vol 11,
Transport processes: Time scale correlation between flow and scalar concentration Chris Enright CWEMF DSM2 Workshop February 6, 2007.
Estuarine Turbidity Maximum in Delaware Estuary
Tides.
Internal Tidal Currents in the Gaoping Submarine Canyon I-Huan Lee National Museum of Marine Biology and Aquarium,Pingtung, Taiwan, , R.O.C.
Section 3: Tides Preview Objectives Tides The Causes of Tides
Tides and the salt balance in a sinuous coastal plain estuary H. Seim, UNC-CH J. Blanton, SkIO Tides Residual circulation Salt balance.
Examples of secondary flows and lateral variability.
Estuaries: Background and Definitions Professor Mike Elliott, Institute of Estuarine & Coastal Studies, University of Hull, University of Hull, HU6 7RX,
Chesapeake Bay Lagrangian Floats Analysis. Motivation Lagrangian float has its advantage in describing waters from different origins. We follow definition.
Suspended Load Above certain critical shear stress conditions, sediment particles are maintained in suspension by the exchange of momentum from the fluid.
Mid-Atlantic Bight Transport over a Long Shallow Shelf.
Estuarine Variability  Tidal  Subtidal Wind and Atmospheric Pressure  Fortnightly M 2 and S 2  Monthly M 2 and N 2  Seasonal (River Discharge)
Modelling 1: Basic Introduction. What constitutes a “model”? Why do we use models? Calibration and validation. The basic concept of numerical integration.
Test of improved boundaries configuration for the Tagus Estuary Pre-operational Model (OM) Ângela Canas Maretec SANEST.
An Analysis of Historical Salinity and Sea Surface Evaluation Data For the Hudson River Alison-Catherine King 1, Robert Chant 2 1 Humboldt State University,
Physical Features of Estuaries. Basic Information Estuaries vary in origin, size and type Estuaries vary in origin, size and type Also called: lagoons,
Flushing Times 1) Time required to replace the Volume of the basin V by the Volume Influx V in RV out V in x z t = V / V in t is obtained in seconds [
Waves and resuspension on the shoals of San Francisco Bay Jessie Lacy USGS-CMG.
Sang-Ho Lee*, Hong-Bae Moon, Chang-Soo Kim Dept. Oceanography, BK21 Team, Kunsan Nat’l Univ., Korea Accuracy of currents measured by HF radar in the coastal.
S.A. Talke, H.E. de Swart, H.M. Schuttelaars Feedback between residual circulations and sediment distribution in highly turbid estuaries: an analytical.
Studies of Estuarine Hydrography Originally: Environmental Studies for sustainable management of two bays of semidesertic climate: El Tobari y Lobos, Sonora,
Physical Properties and Forcings in an Estuarine System 2013 PICES Summer School Group 4 Matthew, Daniel, Jingsong, Chorong, Joocheul, Morgaine, Polina,
Estuaries November 10. Flushing time (or residence time): time required to replace water with “new” water. Several ways to compute: Flushing time (or.
Land-Ocean Interactions: Estuarine Circulation. Estuary: a semi-enclosed coastal body of water which has a free connection with the open sea and within.
Outline of Presentation: Tidal sediment transport due to spatial vs. flood/ebb asymmetries (1) Minimizing spatial asymmetry → predicts channel convergence.
Introductory Physical Oceanography (MAR 555) - Fall 2009
Paul McWilliams – Ocean 101 Spring 2004 Exploring Puget Sound Tides & Currents with the Acoustic Doppler Current Profiler (ADCP) Paul A. McWilliams.
Sediment Transport Stream Capacity - The capacity of a stream or river is the total amount of sediment a stream is able to transport comprised of three.
Estuaries Chapter 8 – Talley et al. Outline: What is an estuary?
ETM: The Estuarine Turbidity Maximum
Tides Oceans 11. What causes tides? Winds and currents move the surface water causing waves. Winds and currents move the surface water causing waves.
Flushing Time or Turnover Time 1) Time required to replace the Volume of the basin V by the Volume Influx V in RV out V in x z t = V / V in t is obtained.
Coastal Winds + Coriolis Effect = Upwelling Southern hemisphere: water moves to the left of wind El niño - shutdown of upwelling.
Net Displacement = Stokes Drift (covariance between tide and current) Net transport after one period (cycle) Direction of propagation Animation from GREEN.
How do diurnal tidal cycles affect habitat selection in Piermont marsh? Giselle Triviño and Janeth Ortega Piermont Marsh Abstract MethodsResults Number.
Marine Biomes. 2 Types of Marine Biomes Freshwater –Rivers and Streams –Lakes and Ponds Saltwater –Ocean –Estuaries.
Nonlinear effects on tides
Estuarine Circulation and the Knudsen Relation Puget Sound Oceanography 2011.
Estuarine Variability
Comparison of modeled and observed bed erodibility in the York River estuary, Virginia, over varying time scales Danielle Tarpley, Courtney K. Harris,
Josh Kohut1, Elias Hunter1, and Bruce Huber2
Kuang Fangfang, Pan Aijun, Zhang Junpeng
INVESTIGATION OF FLOW VELOCITY AND SALINITY BEHAVIOUR IN OTA RIVER ESTUARY USING ACOUSTIC TOMOGRAPHY METHOD AND NUMERICAL MODELING Mochammad Meddy DANIAL.
Land-Ocean Interactions: Estuarine Circulation
Consolidation and stratification within a Muddy, Partially Mixed Estuary: A Comparison between Idealized and Realistic Models for Sediment Transport in.
t is obtained in seconds [ m3 / m3/s]
Classification of Estuaries by Hydrodynamics
Glen Gawarkiewicz Andrey Shcherbina Frank Bahr Craig Marquette
Thimble Shoal channel.
Discharge Rate in White Point Swash
하구및 연안생태Coastal management
SUB-TIDAL VARIABILITY IN THE HUDSON RIVER PLUME AS A RESULT OF HIGH FREQUENCY FORCING #543 Hunter, E.J., Rutgers University, Chant, R.J., Rutgers University,
하구및 연안생태Coastal management
하구및 연안생태Coastal management
하구및 연안생태Coastal management
Hypothesis/Key Question:
Presentation transcript:

NB KVK How is estuary exchange flow modulated by channel depth? Jige (Dove) Guo, Robert Chant Abstract Reference Number: Guided by 3 data sets denoted as 2008, 2002 and 1998 in the map, effects of channel deepening in Newark Bay as a result of systematic dredging on salinity field and exchange flow were discussed. While the Hansen and Rattray theory predicts that exchange flow should increase with H 3 it also suggests that horizontal salinity gradient should decrease with H 3 and thus the exchange flow would remain constant with channel deepening. Results from this study reveal that ds/dx remained nearly constant with deepening due to bathymetric constraints thus allowing the exchange flow to increase with H 3. In general we suggest that exchange flow in short estuaries (defined by their physical length relative to their salt intrusion length) will be more sensitive to channel deepening than long estuaries whose salinity gradient is able to adjust to the deepening. Finally the increase in the exchange flow is accompanied by an increase in tidal asymmetries in vertical velocity shear characterized by increased shear on the ebb tide. KVK Under low river flow (< 30 m 3 /s) condition, exchange flow in KVK increased by more than 2 factors from 1998 to 2008 as the channel deepened by about 5m. Flow profiles at maximum flood and ebb tide indicated that this increase was due to more pronounced flood ebb asymmetry when the channel was deeper. Velocity shear at maximum flood showed no big change with depth while shear at maximum ebb was augmented by more than a factor of 2 after channel deepening. Bottom velocity at maximum ebb significantly reduced after deepening, suggesting that the currents driving sediment out of estuary weakened and the estuary would trap more sediment and contaminants as it became deeper. Discussion CTD data 2002 (moor1) 2002 (moor2) 2008 (deploy1) 2008 (deploy2) H (m) Q (m 3 /s) ds/dx (psu/km) H3H3 ds/dxUEUE Data Ratio 2.71 ADCP data1998 (noaa1) 1998 (noaa2) 2008 (deploy1) 2008 (deploy2 H (m) U E (cm/s) Flood shear (cm/s) Ebb shear (cm/s) psu Bottom salinity at NB site increased by about 2 psu during the spring and stayed almost the same during the neap after channel deepening by about 1.6 meters. Bottom salinity at KVK site increased by about 2 psu during both the spring and the neap after channel depth increased by about 2.7 meters. The combined result show little variation in along channel salinity gradient except during the neap when ds slightly increased due to the increase in KVK and the lack of change in NB. Abstract Under low river flow (< 30 m 3 /s) condition, along channel salinity gradient ds/dx showed no significant change as the channel deepened by about 2.7 meters. Under low river flow (< 30 m 3 /s) condition, exchange flow U E increased by more than 2 factors as the channel deepened by about 5 meters. The ratio of estuary exchange flow at different depths closely follows the Hansen and Rattray scaling as a result of ds/dx not being able to adjust with change in depth in a short estuary and U E being solely modulated by H 3. Funded by the Hudson River Foundation