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APPENDIX A
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RECOMMENDATIONS OF THE ORGANIZING COMMITTEE FOR THE PETITCODIAC
RIVER/ESTUARY MODELLING WORKSHOP
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RECOMMENDATIONS OF THE ORGANIZING COMMITTEE FOR
THE PETITCODIAC RIVER/ESTUARY MODELLING WORKSHOP
[as submitted to the Proponent of the environmental assessment process]
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Moncton, New Brunswick, Canada
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March 3 to 5, 2002
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A Workshop to discuss the technical feasibility and cost-effectiveness of
modelling estuarine hydrodynamic and sediment processes to evaluate future
physical characteristics of the Petitcodiac River and estuary was held at the
Hotel Beauséjour in Moncton, New Brunswick, from March 3 to 5, 2002. The
Workshop was organized by Environment Canada and Fisheries and Oceans Canada
with the assistance of the New Brunswick Department of Transportation and the
New Brunswick Department of the Environment and Local Government and was
attended by more than 65 people, including estuarine scientists from Canada,
United States, Britain, Belgium, and Denmark, as well as government scientists
and other observers.
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The Workshop involved presentations and discussion among engineers and
scientists invited to share their knowledge on physical aspects of rivers and
estuaries, and to recommend how best to study and predict water flows, sediment
behaviour, and other physical processes under various scenarios. Scientists and
engineers expressed varying opinions concerning the modelling and associated
data collection. Different scientific and engineering backgrounds, differing
experiences with numerical modelling and data collection, and different levels
of knowledge concerning the Petitcodiac River/estuary were reflected in the
opinions expressed and suggestions made during the Workshop. Most visiting
scientists did agree that the combination of very large tides, the cold
environment and the high concentration of sediments presented unique challenges
to modellers that had not been found in other estuaries in the world.
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During the Workshop, scientists and engineers expressed varying opinions
concerning the modelling and associated data collection. Different scientific
and engineering backgrounds, differing experiences with numerical modelling and
data collection, and different levels of knowledge concerning the Petitcodiac
River/estuary were reflected in the opinions expressed and suggestions made
during the Workshop. Despite differing opinions expressed, the Organizing
Committee believes that certain general conclusions and recommendations can be
made based on the results of the Workshop.
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Common Areas of Agreement at the Workshop
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An enormous deficiency in very basic information exists, including information
on tides, currents, salinity, sediment properties (grain size and shear stress
plus other chemical and biophysical properties), the ice regime, and erosion
processes.
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The combination of very large tides, the cold environment, and the high
concentration of sediments present unique challenges to understanding and
potentially modelling the physical processes.
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Physical processes and conditions during the winter months, primarily the
effect of ice on channel morphology, are poorly understood, but must be
considered in the environmental assessment of a proposed project.
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To understand both far-field and localized effects, it may be necessary to
consider the entire estuarine/riverine system and oceanographic processes in
the Bay of Fundy/ Gulf of Maine.
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An inter-disciplinary team consisting of engineering and scientific experts
would be needed to effectively understand the unique Petitcodiac River/Estuary
system.
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Simple approaches should be used to develop a basic understanding of the
estuary system before considering more complex analyses or methodologies.
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The knowledge base about macrotidal estuarine systems should be increased by
the publication of data and study results.
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Conclusions of the Organizing Committee
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The Organizing Committee formulated and unanimously agrees to the following
conclusions:
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An understanding of the physical processes throughout the year is critical to
the assessment of environmental conditions that presently exist or would exist
if changes were made to the causeway and/or its gates.
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The link between hydrodynamics and sediment in fluid mud regions is not well
understood.
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Additional data collection is essential to compensate for serious deficiencies
and gaps in the information presently available on tides, currents, and
sediment properties, the ice regime, and characteristics of the water column.
Regardless of the type and scope of any future modelling efforts, additional
data collection would be necessary to adequately assess the potential
environmental implications of any proposed changes at the Petitcodiac causeway,
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Since existing data related to physical processes may be relevant to the
development of a better understanding of estuarial processes, it should be
synthesized and reviewed in order to improve the level of understanding of the
Petitcodiac River/estuary system. New data should be incorporated into the
knowledge base as it is collected.
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As a first step, the development of conceptual models for different processes
would provide useful guidance when planning and carrying-out data collection
and numerical modelling.
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Numerical modelling would be a useful tool in environmental impact assessment
for the Petitcodiac River/estuary, but would require additional data and an
understanding of the interactions between the hydrodynamics and sediments in
highly turbid environments.
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If based upon scientifically valid objectives and test criteria, experimental
openings of the existing gates in the dam/causeway could provide opportunities
for acquisition of additional data for modelling purposes. The experiments
should only be carried out if adequate arrangements for data collection have
been established.
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Any proposed or implemented changes at the Petitcodiac causeway would require
ongoing monitoring, modelling, and evaluation.
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Recommendations of the Organizing Committee
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Based on the Workshop on Petitcodiac River/Estuary Modelling, as interpreted by
members of the Organizing Committee who have considerable combined experience
with the Petitcodiac River/estuary, the following recommendations are made:
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A strategic plan describing the overall study approach should be prepared and
adopted, including a gradual and incremental data collection and modelling
approach. A step-wise approach involving data collection and modelling, such
that data can be used to modify and improve subsequent modelling efforts,
should be done.
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Expertise and resources should be dedicated to synthesize existing information
in order to begin the process of the development of conceptual models of the
estuary. (See Table 1)
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Baseline data collection of water elevations and river channel cross sections
should continue.
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Preliminary information gathering and testing of data collection equipment and
approaches (see Table 2) should be done prior to the finalization of the terms
of reference for detailed assessment involving modelling work.
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A major data acquisition program should be launched to understand the basic
characteristics of the tides, currents, sediments and their properties, the ice
regime, and standard physical, chemical and biological characteristics of the
water column and benthic layer of the estuary and river during all seasons of
the year. This should be done in accordance with the strategic plan.
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Different models with appropriate levels of complexity should be used depending
on the questions to be answered. Modelling approaches should progress from
simple to more complex models as required. An incremental approach involving
data collection and interpretation to modify and improve subsequent modelling
efforts should be considered.
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Boundary conditions should be well defined and will likely be different for
models developed to address specific issues.
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As a first step, a mass balance type approach (conceptual models) should be
considered followed by a one-dimensional hydrodynamic model. This should be
implemented before any more detailed hydrodynamic, sediment or water quality
modelling is considered.
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A one-dimensional hydrodynamic model extending seaward from Salisbury to
Hopewell Cape should be considered before any more detailed hydrodynamic,
sediment or water quality modelling.
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The proponent of the environmental assessment process should consider different
modelling approaches with suggestions identified in Table 3, remembering that
further data collection is essential for modelling and that modelling is an
important tool in interpreting data for future scenarios.
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A central warehouse for the sharing of data and information should be
established. This would be an important component for the environmental
assessment process as well as the ongoing scientific inquiries within the
Petitcodiac River/estuary.
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This report is submitted on behalf of the members of the Petitcodiac Workshop
Organizing Committee.
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Table 1: Opportunities for Further
Analyses of Existing Information
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| Analyses |
Comments |
Cost and Priority |
Aerial Photography and Remote Imaging
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| Digitize aerial photography to produce digital shorelines for comparison
purposes.
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This includes 1945 survey of Petitcodiac from above headpond to Shepody Bay and
1965 survey of Shepody Bay. |
$ 10,000 to $ 30,000; 2 months Low cost /medium priority
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River Cross-Sections
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| Previous Gunningsville surveys to be transferred in xyz coordinates and
estimates made of flow areas and sediment volumes.
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Information required for future assessment and modelling |
Medium cost and medium priority |
| Gate Operation Logs |
| Analysis of gate operation and water level logs. |
Causeway gate operation logs should be changed from paper to electronic
spreadsheet to ease analyses.Work would likely be very useful for modelling. |
Overall cost in the order of $ 4,000 to $ 6,000 Low cost and high priority. |
| Water Level Records |
| Water levels |
Analyze water level data below the dam/causeway for tidal characteristics
Analyze water level data above causeway. |
Low cost/ medium importance |
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| Proposal |
Comments |
Priority and Cost |
| Tides & Currents |
| A tidal gauging station at Hopewell Rock
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Required for future modelling. |
Cost of about $25,000 Medium cost/ high priority |
| Current velocity measured from Gunningsville bridge. |
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Medium cost/ moderate priority |
| Basic Oceanography of the Water Column |
| Physical -- Turbidity, temperature, salinity, suspended solids, etc |
Required for modelling. First requirement is to test equipment in the
Petitcodiac turbid, high velocity and high tide range environments. |
Cost of about $15,000 Low cost/high priority |
| Bio-chemical Properties - algae, zooplankton, nutrients, bacteria
etc. |
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Cost unknown /moderate priority |
| Sediments and Sediment Properties |
| In-situ and laboratory testing of sediment characteristics |
Required for modelling. Need profile, interface and testing.Basic
characteristics of the sediments - flocculation rates, viscosity, grain size,
shear strength, etc.Required before hiring modeller. |
Cost unknown Could be in the order of about $30,000 |
| Cross Sections |
| Cross-section survey |
A survey is required to understand and measure the volume of sediment flushing
associated with freshet events. This should be done during high tide conditions
(last week of April 2002). The use of LIDAR could be considered. |
Cost unknown. |
| Water Levels |
| Water Levels |
Satellite and cellular telemetry should be considered for the existing stations
to reduce the possibility of data loss.A new water level board at the gate
should be considered in the future to help improve recording of gate operation. |
Moderate cost, high usefulness and high priority |
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| Proposal |
Type of Model |
Comments |
| Suggested initial modelling. |
| Basic Understanding |
Conceptual Model |
"Box models" required prior to numerical or physical modelling; basically the
first step of any modelling effort |
| Oceanography of the Bay of Fundy |
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To assess general tide and current processes |
| Hydrodynamics |
One-dimensional model leading to a two-dimensional horizontal. |
Calibrate for roughness. Use finer grid in area of interest. |
| Possible subsequent modelling. |
| Water Quality |
One-dimensional model |
Probably an add-on to the hydrodynamic modelling |
| Ice runs and ice jams |
One-dimensional model |
Tidal and non-tidal sections of the river would have to be considered. |
| Tidal Bore |
At least 2-dimensional horizontal. |
Requires more field data; difficult to model |
| Sediment erosion, deposition, transport, bank erosion |
Two-dimensional vertical possibly leading to 3-dimensional. |
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| Winter processes affecting banks |
Empirical approaches may be required and interpretations made based on results
of hydrodynamic models |
Important and cannot be ignored.Difficult to model; requires field observations
and measurements over two winters and during varying flow and tide conditions
Opportunities for research |
| Long-term geomorphology |
Conceptual equilibrium e.g. Bray, DeMerchant and Sullivan 1982. One-dimensional
longitudinal. |
General trends could be estimated for different scenarios. |
| Gate flow conditions |
Physical models (flume-type)One-dimensional model |
Relatively easy to do, but does address many of the issues concerning changes
to the river. Potentially useful in providing input to numerical models. |
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...table of contents
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