Sediment Erosion Characteristics at the Potomac River Jerome P.-Y. maa Virginia Institute of Marine Science College of William and Mary.

Slides:



Advertisements
Similar presentations
Dual Use of a Sediment Mixing Tank for Calibrating Acoustic Backscatter and Direct Doppler Measurement of Settling Velocity (and Related Field Motivation.
Advertisements

Irene Seco Manuel Gómez Alma Schellart Simon Tait Erosion resistance and behaviour of highly organic in-sewer sediment 7th International Conference on.
Sediment Transport Outline
LANDSAT Aug 31, 2011 Sediment transport and deposition: salinity fronts and storm events David Ralston, Rocky Geyer, John Warner, Gary Wall Hudson River.
Toward a Sediment Transport Model of the Louisiana / Texas Shelf Kehui (Kevin) Xu 1, Courtney Harris 1, Robert Hetland 2, James Kaihatu 2 1 Virginia Institute.
Tidal Flat Morphodynamics: A Synthesis 1) On tidal flats, sediment (especially mud) moves toward areas of weaker energy. 2) Tides usually move sediment.
Slide 1Fig. 11.1, p.337. Slide 2Fig. 11.2, p.338.
Slide 1Fig. 19.1, p Slide 2Fig. 19.2, p. 583.
WHY IS THE RHODE RIVER SO MUDDY? BY KWADWO OMARI (INTERN: PHYTOPLANKTON ECOLOGY LAB)
Outline of Presentation: Richardson number control of saturated suspension Under-saturated (weakly stratified) sediment suspensions Critically saturated.
Linear Wave Theory fundamental description: L - wave length H - wave height T - period d - water depth Shore Protection Manual, 1984 Overview of Waves.
Model Simulation Studies of Hurricane Isabel in Chesapeake Bay Jian Shen Virginia Institute of Marine Sciences College of William and Mary.
Figure 1.1 The observer in the truck sees the ball move in a vertical path when thrown upward. (b) The Earth observer views the path of the ball as a parabola.
Suspended Load Above certain critical shear stress conditions, sediment particles are maintained in suspension by the exchange of momentum from the fluid.
What Controls Bed Erodibility in Muddy, Partially-Mixed Tidal Estuaries? Carl Friedrichs, Grace Cartwright, Bob Diaz, Pat Dickhudt, Kelsey Fall, Lindsey.
Update on the HEC-RAS Reservoir Transport Simulation Mike Langland and Ed Koerkle 03/30/2012.
Virginia Institute of Marine Science
Stream Stability and Sediment Transport Environmental Hydrology Lecture 21.
Fig. 4. Target diagram showing how well the total 3D HV from each model is reproduced by different stations sets. Sets correspond to; min10: 10 stations.
Carl Friedrichs 1) On tidal flats, sediment (especially mud) moves toward areas of weaker energy. 2) Tides usually move sediment landward; waves usually.
Controls on particle settling velocity and bed erodibilty in the presence of muddy flocs and pellets as inferred by ADVs, York River estuary, Virginia,
Suspended Load Bed Load 1. Bedload Transport transport rate of sediment moving near or in contact with bed particles roll or hop (saltate), with grain-to-grain.
Basic Hydrology Water Quality: Sediment production and transport.
Conclusions References Acknowledgments Sensitivity Tests Cohesive Sediment Model Modeling System Future Work Including Cohesive Sediment Processes in the.
Submerged aquatic vegetation (SAV) abundance and diversity in the tidal Potomac River and estuary By Nancy Rybicki, Jurate Landwehr, Edward Schenk, and.
The Open-Channel Toolbox TM Peter Wilcock
Spring-neap Variation in Fecal Pellet Properties within Surficial Sediment of the York River Estuary Emily Wei VIMS REU Prospectus Presentation Mentor:
EFFECT OF ORGANIC MATTER ON WAVE- INDUCED RESUSPENSION OF FINE SEDIMENT.
Инвестиционный паспорт Муниципального образования «Целинский район»
Formation of Estuarine Turbidity Maxima in partially mixed estuaries H.M. Schuttelaars 1,2, C.T. Friedrichs 3 and H.E. de Swart 1 1: Institute for Marine.
Larkin Creek Phase II Project Jennifer L. Bouldin, PhD Ecotoxicology Research Facility Arkansas State University.
National Consultation with TNMC 3 May 2005, Bangkok WUP-FIN Phase II – Bank erosion study.
Controls on particle settling velocity and bed erodibilty in the presence of muddy flocs and pellets as inferred by ADVs, York River estuary, Virginia,
(x – 8) (x + 8) = 0 x – 8 = 0 x + 8 = x = 8 x = (x + 5) (x + 2) = 0 x + 5 = 0 x + 2 = x = - 5 x = - 2.
US Army Corps of Engineers Coastal and Hydraulics Laboratory Engineer Research and Development Center Lower Susquehanna River Watershed Assessment SedFlume.
Controls on particle settling velocity and bed erodibilty in the presence of muddy flocs and biologically packaged pellets: Modeling study utilizing the.
Rating curves have been used to relate suspended sediment concentrations as a function of discharge. This study developed suspended sediment rating curves.
Outline of Presentation: Tidal sediment transport due to spatial vs. flood/ebb asymmetries (1) Minimizing spatial asymmetry → predicts channel convergence.
Outline of Presentation: Richardson number influence on coastal/estuarine mixing Derivation of stratified “overlap” layer structure Under-saturated (weakly.
Water quality sensors provide insight into the suspended solids dynamics during high flow events in the Lamprey River, NH Nicholas K. Shonka and William.
Coupling ratio of geophone in the sea bed
Potomac River Monitoring Programs R. Christian Jones and Donald P. Kelso Department of Environmental Science and Policy George Mason University.
Carl Hershner Climate change impacts in Virginia.
Sediment Transport Modelling Lab. The Law of the Wall The law of the wall states that the average velocity of a turbulent flow at a certain point is proportional.
Controls on sediment availability on the continental shelf and implications for rates of morphologic evolution Patricia Wiberg University of Virginia with.
Sedimentology Lecture #6 Class Exercise The Fenton River Exercise.
照片档案整理 一、照片档案的含义 二、照片档案的归档范围 三、 卷内照片的分类、组卷、排序与编号 四、填写照片档案说明 五、照片档案编目及封面、备考填写 六、数码照片整理方法 七、照片档案的保管与保护.
공무원연금관리공단 광주지부 공무원대부등 공적연금 연계제도 공무원연금관리공단 광주지부. 공적연금 연계제도 국민연금과 직역연금 ( 공무원 / 사학 / 군인 / 별정우체국 ) 간의 연계가 이루어지지 않고 있 어 공적연금의 사각지대가 발생해 노후생활안정 달성 미흡 연계제도 시행전.
Жюль Верн ( ). Я мальчиком мечтал, читая Жюля Верна, Что тени вымысла плоть обретут для нас; Что поплывет судно громадней «Грейт Истерна»; Что.
NOAA/NOS/Coast Survey Development Laboratory CRANEY ISLAND EASTWARD EXPANSION PROJECT: PART I Outline of Topics: Project Website:
Hypoxia Forecasts as a Tool for Chesapeake Bay Fisheries
L. Donelson Wright1, Arthur C. Trembanis1, Malcolm O. Green2, Terry M
KemiPalTM PAD-6 Technical Data Sheet.
AuriCoatTM AUL-5 Technical Data Sheet.
The Hjulstrom Curve Predicting velocity.
TECHjOSH.COM TechJosh.com.
Elizabeth River PCB TMDL Study: Numerical Modeling Approach
Larkin Creek Phase II Project
Virginia Institute of Marine Sciences College of William and Mary
James River PCB TMDL Study: Numerical Modeling Approach
Engineer Research and Development Center
Exercise 1: Fenton River Floodplain Exercise
אביבה אלקלעי, ראש היחידה לכניסה להוראה, המכללה האקדמית אחווה
מהו הסטאז'? המכללה האקדמית תלפיות.
التعامل مع ضغوطات العمل إعداد وتقديم إقبال المطيري
!'!!. = pt >pt > \ ___,..___,..
West Virginia CBP Non-tidal Network: 2006 Status Update
Lower Susquehanna River Watershed Assessment
BIODEEP WP 2 Chemical and physical analyses of DHAB´s.
Presentation transcript:

Sediment Erosion Characteristics at the Potomac River Jerome P.-Y. maa Virginia Institute of Marine Science College of William and Mary

Douglas Pt Maryland Pt Gunston Cove Three experimental sites in 2005

Maryland Pt.

Douglas Pt

Two experimental sites at Gunston Cove in 2004, only select one in 2005

A sediment sample from Gunston Cove site on Virginia side

APPRXIMATED EXCESS BED SHEAR STRESS (Pa) BED SHEAR STRESS (Pa) (s -1 ) EROSION RATE (g/cm 2 /s) Gunston Cove (Aug., 04) Virginia Side Maryland Side

VIMS sea Carousel

OBS Output (v) TSS Conc. (mg/L) C = v * v * v 3 Fig. XX. Calibration curve for converting the OBS readings to suspended sediment concentrations. Plus signs are from Douglas Point site, diamonds are from Maryland Point site and circles are from Gunston Cove site.

Shear Stress (Pa) Time (min) TSS (mg/L) Maryland Point Incipient test Sept. 13, 2005  cr = 0.05 Pa

Shear Stress (Pa) Time (min) TSS (mg/L) Douglas Point Incipient test Sept. 12, 2005  cr = Pa

Shear Stress (Pa) Time (min) TSS (mg/L) Gunston Cove Incipient test Sept. 14, 2005  cr = 0.13 Pa

Time (min) Shear Stress (Pa) TSS (g/L) Douglas Point Erosion rate test

Shear Stress (Pa) Time (min) TSS (g/L) Maryland Point Erosion rate test

Time (min) TSS (g/L) Shear Stress (Pa) Gunston Cove Erosion rate test

APPRXIMATED EXCESS BED SHEAR STRESS (Pa) BED SHEAR STRESS (Pa) (s -1 ) EROSION RATE (g/cm 2 /s) Gunston Cove (Sept. 05) Douglas Pt and Maryland Pt Gunston Cove (Aug., 04)

APPRXIMATED EXCESS BED SHEAR STRESS (Pa) BED SHEAR STRESS (Pa) (s -1 ) EROSION RATE (g/cm 2 /s) Gunston Cove (Aug., 04) Virginia Side Maryland Side

Thanks