1) The study modifies the geometry of the Fraser River in a numerical ocean model to improve simulations of tides and the Fraser River plume.
2) Extending and deepening the river channel generated stronger cross-strait surface currents that better matched observations, and tidal amplitudes in the estuary corresponded well with measurements.
3) Reducing vertical mixing parameters, such as eddy viscosity and diffusivity, produced weaker along-strait flow and surface current patterns closer to drifter data, further improving the model results.
EarthFx presentation on Assessing Cumulative Effects of SAGD Operations in the Mackay Watershed PowerPoint
To learn more visit us at http://www.earthfx.com/
Slide 33 video link https://www.youtube.com/watch?v=q95Zzt029E4
Slide 35 video link https://www.youtube.com/watch?v=v6siBetQgBI
EarthFx presentation on Assessing Cumulative Effects of SAGD Operations in the Mackay Watershed PowerPoint
To learn more visit us at http://www.earthfx.com/
Slide 33 video link https://www.youtube.com/watch?v=q95Zzt029E4
Slide 35 video link https://www.youtube.com/watch?v=v6siBetQgBI
Groundwater in Moldova
4th meeting of the Coordination Committee of the National Policy Dialogue on integrated water resources management in the Republic of Moldova
(the 26th NPD meeting under the EUWI in Moldova)
June 15, 2018
ER Publication,
IJETR, IJMCTR,
Journals,
International Journals,
High Impact Journals,
Monthly Journal,
Good quality Journals,
Research,
Research Papers,
Research Article,
Free Journals, Open access Journals,
erpublication.org,
Engineering Journal,
Science Journals,
Features:
View watershed boundary and drainage network, and contour map layers
Find area of a selected watershed
View ground profile along and across the stream path
View existing water conservation structures along with photo
Manage watershed structures
Add Water Conservation Structure
Change Status of Structure (Proposed, Under Progress, Completed)
Technology
Google Maps API
Google Elevation API
Google Fusion Tables (for polyline and polygon data)
ASP.NET, SQL Server 2008 (for point data)
PHS - Hydrography for Transhipment of ResourcesNeil Hewitt
Transhipment is the process of off-loading a container or goods from one vessel and loading it onto another vessel. A shipment may undergo more than one transhipment during its journey from origin port to destination port.
Presentation by Pat Hulme (Sustainable Soil Management, Warren) to a meeting of the Riverina branch of the Australian Society of Soil Science at Yanco Agricultural Institute on 16 August 2013
Groundwater in Moldova
4th meeting of the Coordination Committee of the National Policy Dialogue on integrated water resources management in the Republic of Moldova
(the 26th NPD meeting under the EUWI in Moldova)
June 15, 2018
ER Publication,
IJETR, IJMCTR,
Journals,
International Journals,
High Impact Journals,
Monthly Journal,
Good quality Journals,
Research,
Research Papers,
Research Article,
Free Journals, Open access Journals,
erpublication.org,
Engineering Journal,
Science Journals,
Features:
View watershed boundary and drainage network, and contour map layers
Find area of a selected watershed
View ground profile along and across the stream path
View existing water conservation structures along with photo
Manage watershed structures
Add Water Conservation Structure
Change Status of Structure (Proposed, Under Progress, Completed)
Technology
Google Maps API
Google Elevation API
Google Fusion Tables (for polyline and polygon data)
ASP.NET, SQL Server 2008 (for point data)
PHS - Hydrography for Transhipment of ResourcesNeil Hewitt
Transhipment is the process of off-loading a container or goods from one vessel and loading it onto another vessel. A shipment may undergo more than one transhipment during its journey from origin port to destination port.
Presentation by Pat Hulme (Sustainable Soil Management, Warren) to a meeting of the Riverina branch of the Australian Society of Soil Science at Yanco Agricultural Institute on 16 August 2013
Tratamientos naturales para ayudar a mejorar la artritisvalezime
Haga Clic Aquí: http://curesuartritis.lir25.com
Si bien la mayoría de las personas optan por las soluciones tradicionales a la hora de enfrentarse a una enfermedad, hay muchas otras que logran excelentes resultados siguiendo tratamientos alternativos.
Muchas veces, las soluciones naturales son las mejores alternativas para atacar el foco de las enfermedades y eliminar el problema desde sus orígenes.
Los tratamientos naturales pueden ser seguidos por cualquier persona, sin importar el sexo o la edad. La tranquilidad que aportan los métodos basados en principios naturales es que no le provocarán daños al cuerpo ni estarán ingiriendo agentes químicos o tóxicos para su organismo.
A continuación le brindaremos algunos trucos que le ayudarán con su artritis. Podrá disminuir sus dolencias de forma gradual hasta hacerlas desaparecer por completo.
El ayuno y el suplemento de la dieta con ácidos grasos esenciales le ayudarán con su este problema.
Al igual que la ejercitación constante
Terapias de Spa
Algunas personas también optan por la acupuntura,
Esto hará que sus articulaciones se relajen y ganen más fuerza, lo que harán que los dolores causados por su artritis disminuyan hasta desaparecer.
Estos son solo algunos ejemplos de tratamientos alternativos que ayudan a disminuir las dolencias de la artritis. Para aprender más sobre estos métodos,
Visite: http://curesuartritis.lir25.com
ITC Mint-O Marketing and Business development analysisVivek Kapoor
Candies are a fiercely contested space in India, and within Candies, Nestle Polo has a strong hold. Mint-O from ITC positioned itself uniquely targeting niche sensibilities and providing the necessary thrust though its wide network of small cigarette shops. This presentation identifies possible growth areas for the brand.
Introduction to Casino Industry by Ramachandar SivaRamachandar Siva
The slide introduces no casino people to the world of casino gaming in brief covering major casino-reosrts in the world and how a casino organisation functions.
Of interest would be the explanation of casino mathematics, in basic form. This presentation was prepared for the academic staff of Nanyang Polytecnic Singapore and presneted by Ramachandar Siva in May 2008. A brif about Ramachandar's former casino school in Singapore is included.
Use of MIKE 21/3 in the Hydraulic Analysis for the Dublin Port ABR Project - ...Stephen Flood
2015 DHI UK & Ireland Symposium
KEYNOTE: Use of MIKE 21/3 in the Hydraulic Analysis for the Dublin Port ABR Project
Adrian Bell (RPS),
Tuesday 21 April 2015 at 10:30 - 11:00
This project essentially looked at the stability of a deepened approach channel and examined the impact of the dredging and disposal for the scheme in support of a public planning hearing. The modelling used coupled MIKE 21 FM HD-SW-ST models as well as well as MIKE 21 and MIKE 3 FM HD and MT models.
In view of the desire to prevent vessel grounding at port and channel entry thus, maintaining
ship’s continued trading, this research work presents how Maximum squats and the remaining under-keel
clearances can be predictedfor two vessel categories (Container and General Cargo) along two prominent
channels (BONNY ACCESS and the BONNY TO ONNE JUNCTION) in Nigeria using empirical models
developed for maximum squat in the open water and confined channels conditions. The results obtained show
that maximum squat increase with increasing vessel speed as the ratio of water depth to vessel draft (H/T)
reduces for any particular channel or vessel. However, an opposite trend was observed with the remaining
under-keel-clearances as they zero up and even cross to negatives, indicating vessel grounding; both of which
agree with the results of previous researchers. Further analysis revealed that for optimal vessel safety the
cruising speed within these channels should be between 0.5 knots to 5knots for the open water conditions,(H/T
between1.10 -1.40),investigated. Hence, if pilots should cruise at the speed limit for the critical H/T ratio where
the remaining under-keel clearance is not lower than the channel designed minimum, safety is guaranteed along
either channel even with changing depths.
Editorial - May 2014 - Special Issue jointly coordinated by Mercator Ocean and Coriolis
focusing on Ocean Observations
Greetings all,
Once a year and for the fi fth year in a raw, the Mercator Ocean Forecasting Center in Toulouse and the Coriolis Infrastructure in Brest publish a
common newsletter. Some papers are dedicated to observations only, when others display collaborations between the 2 aspects: Observations and
Modelling/Data assimilation.
The fi rst paper by Cabanes et al. introducing this issue is presenting a new methodology aiming at correcting Argo fl oat salinity measurements in
delayed time when Argo fl oats conductivity sensors are subject to drift and offset due to bio-fouling or other technical problems.
Then, Cravatte et al. are using the Argo arrays in order to compile Argo fl oats’ drifts and show that they are a very valuable tool allowing determining
the absolute velocity. They apply this to study zonal jets at 1000 meters depth in the Tropics.
In the next paper, Maes and O’Kane provide with some results indicating the impact of a sustained ocean observing Argo network on the ability to
resolve the seasonal cycle of salinity stratifi cation by contrasting periods pre- and post-Argo. They take into account the respective thermal and saline
dependencies in the Brunt-Väisälä frequency (N2) in order to isolate the specifi c role of the salinity stratifi cation in the layers above the main pycno-
cline.
Picheral et al. are telling us about the Tara Oceans voyage that took place on the schooner “Tara” from 2009 to 2013 and visited all oceans. The ship
was adapted for modern oceanography. Scientifi c instruments were mounted on a dedicated CTD frame and installed on an underway fl ow-through
system. Data were sent daily to Coriolis. Post cruise calibrations were performed leading to a high quality dataset.
Then, Roquet et al. demonstrate the importance of the contribution of hydrographic and biogeochemical data collected by Antarctic marine mammals,
and in particular elephant seals, equipped with a new generation of oceanographic tags, for the environmental monitoring of the Southern Ocean.
The last paper of the present issue is displaying the collaboration between the Ocean Observations and Ocean Modelling communities: Turpin et
al. perform several Observing System Experiments in order to assess the impact of Argo observations on the Mercator Océan global analysis and
forecasting system at ¼ degree resolution.
We wish you a pleasant reading,
Laurence Crosnier and Sylvie Pouliquen, Editors.
#50
Newsletter
QUARTERLY
The Tara Oceans voyage took place on the schooner “Tara” from 2009 to 2013 and visited all oceans to collect samples and data in order to study the relationships between ecosystem biodiversity and function and the physical-chemical oceanographic environ-
ment (water mass, transport) (cf Picheral et al. this issue).
Credits: Francois Aurat/Tara Expéditions; Marc Picheral/LOV
A New Approximation of Water Saturation Estimation Based on Vertical Seismic ...IJERA Editor
Water saturation is the ratio between the volumes of fluid in the rock pores. Water saturation is one of the
important reservoir parameters to be known in the exploration or exploitation of oil and gas. I have developed a
new technique to estimate the distribution of water saturation values based on the seismic wave attenuation
analysis, frequency and porosity from the equation of Biot-Turgut-Yamamoto-Sismanto. It is applied to the real
data using the vertical seismic profiling (VSP) data in Pasir Cantang well, West Java for some layers.
The obtained values of water saturation have not been calibrated to the known value of the well. This step needs
to be done, so that the results that have been corrected can be performed to estimate the area around the well
Pasir Cantang guided by seismic section. Regardless of the calibration factor, the method of the water saturation
estimation on VSP data can technically be well done but still needs necessary calibration for the accuracy.
A New Approximation of Water Saturation Estimation Based on Vertical Seismic ...IJERA Editor
Water saturation is the ratio between the volumes of fluid in the rock pores. Water saturation is one of the
important reservoir parameters to be known in the exploration or exploitation of oil and gas. I have developed a
new technique to estimate the distribution of water saturation values based on the seismic wave attenuation
analysis, frequency and porosity from the equation of Biot-Turgut-Yamamoto-Sismanto. It is applied to the real
data using the vertical seismic profiling (VSP) data in Pasir Cantang well, West Java for some layers.
The obtained values of water saturation have not been calibrated to the known value of the well. This step needs
to be done, so that the results that have been corrected can be performed to estimate the area around the well
Pasir Cantang guided by seismic section. Regardless of the calibration factor, the method of the water saturation
estimation on VSP data can technically be well done but still needs necessary calibration for the accuracy.
Experimental conceptualisation of the Flow Net system construction inside the...Dr.Costas Sachpazis
ABSTRACT
By means of a drainage and seepage tank, an experimental flow net system inside the body of a homogeneous earth embankment dam model, formed from Leighton Buzzard Silica sand, was developed and studied in this experimental research paper.
Water flow through dams is one of the basic problems for geotechnical engineers. Seepage analysis in an important factor to be considered in the proper design of many civil engineering structures. Seepage can occur in both through the structure itself as the case of earth dams and under foundations of an engineering structure. Successful seepage analysis is achieved on the proper and accurate construction of a flow net.
Amongst the various existing methods of seepage analysis, the “Finite Element Method” and the method of “Experimental Flow Nets” are the most widely used ones.
Construction of a flow net is mainly used for solving water flow problems through porous media where the geometry makes sometimes analytical solutions impractical. This method is usually used in soil mechanics, geotechnical or civil engineering as an initial check for problems of water flow under hydraulic structures like embankments or dams. As such, a grid obtained by drawing a series of equipotential lines and stream or flow lines is called a flow net. In this procedure the Laplace equation principles must be satisfied.
Hence, the construction of a flow net is an important tool in analysing two-dimensional irrotational flow problems and provides an approximate solution to the flow problem by following simple rules, as initially set out by Forchheimer, 1900, and later refined by Casagrande,1937. It can also be very useful tool even for problems with complex geometries, as proven in this experimental research paper.
The objectives of this experimental research paper are:
• To determine the position and shape of the flow line representing the uppermost free water surface inside the body of a dam by using a drainage and seepage tank,
• To conceptualise the flow lines system and to demonstrate that each flow line starts perpendicular to the upstream slope of the dam and that that slope is a boundary equipotential line,
• To construct an experimental flow net and subsequently to verify and analyse it by the FEA method,
• To calculate the rate of seepage through the dam body, and
• To summarise the calculations and experimental findings in a concise and readable format.
In order to achieve these objectives, an experimental flow net system inside the body of a homogeneous earth embankment dam model was formulated by using a drainage and seepage tank.
From the constructed flow net in the present experimental research paper, an attempt has been made to analyze, determine and present the following parameters:
The pressure drop from one side of the embankment to the other,
The seepage flow rate in each flow “channel”,
The total seepage flow rate, and
The pore pressure ratio, ru, for the embankment.
1. ImpactoftheFraserRiverGeometryonTidesandtheRiverPlumeinaModeloftheFraserRiverPlume
Data-Model Nowcast Result Comparisons to
Tidal Amplitudes in the Fraser River Estuary
Sensitivity Experiment on River Geometry
Reference
Data-Model New Results Comparisons
Model Configurations
Statistics of Various River Geometry and Parameters
Summary
Introduction
Background
- The Fraser River plume (Fig. 1) is the brackish layer of water formed by the Fraser
River discharge into the Strait of Gerogia (hereafter SoG) near the city of Vancouver,
BC, Canada.
- The SoG is a semi-enclosed ocean basin between Vancouver Island and the
mainland of British Columbia, Canada, constituting one of Canada's major ecological
marine environments.
- Movement of this plume composes part of the estuary-circulation that contributes
to the whole circulation in the SoG. It affects water properties mainly due to
the distinct stratified layer between upper brackish water and lower ocean water. It
also causes impacts on marine biology in this region.
- Developing a numerical ocean model to better predict the surface currents in the
Fraser River plume has important implications for accurately modelling circulation
within the SoG, the biological productivity, oil spill trajectories, marine pollutant
dispersal and for search and rescue.
Objectives
To improve the surface flows in the Fraser
River plume and tides in a three-dimensional
baroclinic model, by modifying the geometry
of the Fraser River and investigating the
effects of turbulence parameters.
Fig. 1 Satellite image of the plume sediments in the waters
of Fraser River as they pour into the SoG in June, 2003 (WHOI).
Ferry-based salinity data
Surface drifter data
1. The extended and deepened river channel generated more cross-strait
surface flow and improved the surface currents to a reasonable extent.
2. Tidal amplitudes in the Fraser estuary with this new river channel correspond
well with observations.
3. Reducing the vertical eddy viscosity and diffusivity is important to produce
weaker along-strait flow.
4. Remaining discrepancies may be partly due to the still too strong baroclinic
tides at the surface in the model, e.g., generation of internal tides at the shelf
break.
* Contact Info: jieliu@eos.ubc.ca
Nowcast:
- NEMO 3.4 version in its regional
configuration (Fig. 2).
- 398 by 898 by 40 grid cells.
- 150 rivers parameterized.
- 8 tidal constituents, temperature,
salinity, sea surface height forced at
west and north boundaries.
- Daily Fraser River discharge, hourly
model wind and 8 tidal constituents to
run daily nowcasts.
Sensitivity experiment:
Period: June 15-29, 2015
- NEMO 3.4.
- Smoothed longer and deeper river channel (bathymetry #6),
with values before New Westminster based on the chart,
beyond to set to 10 m.
- Initial temperature in the river channel of 14 o
C ,
salinity value after New Westminster as 0, before as 4 psu.
- Climatology Fraser runoff, hourly model winds, 8 tidal
constituents.
- Background vertical eddy viscosity and diffusivity of 1e-04 and
1e-05 m2
/s, respectively.
Hindcast simulations:
- Run 1: bathymetry #6, daily Fraser runoff.
- Run 2: bathymetry #6, daily Fraser runoff, 1e-05
background vertical eddy viscosity and diffusivity.
- Run 3: bathymetry #6, daily Fraser runoff, 1e-05
background vertical eddy viscosity and 1e-06 diffusivity.
Fig. 2 Salish Sea model domain including bathymetry,
rivers (green dots), and VENUS Central observational
site monitored by Ocean Networks Canada (ONC).
Fig .4 Comparison of background vertical eddy viscosity (left) /diffusivity (right) and
values calculated from turbulence scheme in the model at VENUS Central site.
Fig. 5 1.5m nowcast salinity compared with ferry salinity along the ferry route (left) and model
spatial distribution of salinity field over the whole domain, with ferry route and stations labeled on
(right).
Fig .6 Comparison of observed drifter tracks with modelled particle
trajectories. Both are released at the edge of Jetty and tracked for
29 hours.
Fig. 7 Particle trajectory comparison between nowcast and new results from
bathymetry #6.
Fig. 8 With the same data as Fig. 5, but with various 1.5m model results, left panel
is the salinity comparison along the ferry track. Right panel shows the sea surface
height at Point Atkinson, near Vancouver; the red star labels the time for comparison.
Fig. 10 Minimum salinity value (upper panel)and location (lower panel)of
deepened (bathymetry #6), reduce_visc (bathymetry #6 + lower viscosity),
observed, all_reduce (bathymetry #6 + lower viscosity + lower diffusivity), and
nowcast (bathymetry #2 + higher viscosity +higher diffusivity) along the ferry
track during the hindcast period (Oct8-10, 2014).
Table.1 Tidal amplitudes comparisons inside the Fraser River estuary.
* For Production: PO14b-2768
For Deep Water Renewal: PO24A-2914
* See PO14A-2747
Jie Liu*, Susan Allen, Nancy Soontiens
Department of Earth, Ocean and Atmospheric Sciences, University of British Columbia,
Vancouver, BC, Canada
Data are from Ocean
Networks Canada (ONC).
- 2hrs per transect.
- 4 round trips during
weekday, fewer times
on weekends.
- Overall, the salinity
values are well
represented in the model.
- However, position of
plume is closer to the
mainland coast than data.
Data are from Dr Mark
Halverson and Dr Rich
Pawlowicz of UBC.
- Modelled surface currents
need to be improved.
- Cross-strait flow is too weak.
- Baroclinic tides are too
strong at the surface.
Data from Environment Canada, modelled results from the sensitivity experiment.
- Barotropic tide is good at the Fraser River mouth region (Steveston).
- Modelled tides are slightly higher in the Deas Island Channel and New
Westminster.
- Extremely high tidal amplitude at Mission is due to too deep and smooth
bathymetry; preliminary results show that further shallowing of the bathymetry
after New Westminster improves results.
- Canada. Department of the Environment. Institute of Ocean Sciences, P. B., Ages, A., Woollard, A.,
1976. Tides in the Fraser Estuary.
- Stronach, J. A. "The Fraser River plume, Strait of Georgia." Ocean Management 6.2 (1981):
201-221.
- Ariane tutorial and namelists: http://stockage.univ-brest.fr/~grima/Ariane/ariane_namelist_2.x.x_
oct08.pdf, http://stockage.univ-brest.fr/~grima/Ariane/ariane_tutorial_2.x.x_sep08.pdf.
EC14D-1035
Two particles are released at
the same position. The
trajectories (Fig. 7) record
the 46 hrs duration tracks.
The striking feature is the
new result with bathymetry
#6 goes further offshore when
compared with the nowcasts,
which demonstrates our
hypothesis that the extended
and deepened river channel
generates stronger cross-strait
flows.
Fig. 9 Modelled particle trajectories of lower viscosity run case, both lower
viscosity and diffusivity case, respectively.
Period: October 8-10, 2014
The data is on Fig. 6
- For the ferry-based salinity comparison, the
new results (bathymetry #6,reduced viscosity,
reduced both viscosity and diffusivity), the
location of minimim salinity value for the
modelled result along the ferry track moves
around 2/3 way towards that of observations'.
- For the drifter-particle comparison, with
lower viscosity, both lower viscosity and
diffusivity cases, the surface flow patterns
are closer to the observed drifter track.
Statistics of the minimum salinity value and its location for various model results
are derived from the ferry data-model comparisons during the hindcast. This
provides a more comprehensive and larger picture than a single set of comparisons.
- The case of lowered viscosity and diffusivity plus bathymetry #6, best matches the
observed value and location.
- Some external forcing factors, e.g., winds and tides, which will induce mixing and
advection of the surface flow, may account for the discrepancies of plume position.
Fig. 3 Salish Sea model domain with
original river channel (bathymetry #2), in
the upper panel and new river channel
(bathymetry #6) in the lower panel.
Tidal amplitude
Station names Distance
from
mouth
[km]
Observed
max
amplitude
[m]
Observed
min
amplitude
[m]
Observed
average
amplitude
[m]
Modelled
max
amplitude
[m]
Modelled
min
amplitude
[m]
Modelled
average
amplitude
[m]
Steveston
Deas Island Channel
New Westminster
Mission
1
18
36
52
3.49
3.05
2.28
0.37
2.10
1.85
1.43
0.24
2.88
2.58
1.91
0.31
3.72
3.55
3.02
3.00
2.03
2.04
1.78
1.71
2.89
2.80
2.42
2.37