APPENDIX A

RECOMMENDATIONS OF THE ORGANIZING COMMITTEE FOR THE PETITCODIAC RIVER/ESTUARY MODELLING WORKSHOP

RECOMMENDATIONS OF THE ORGANIZING COMMITTEE FOR THE PETITCODIAC RIVER/ESTUARY MODELLING WORKSHOP
[as submitted to the Proponent of the environmental assessment process]

Moncton, New Brunswick, Canada

March 3 to 5, 2002

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.

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.

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.

Common Areas of Agreement at the Workshop

  • 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.
  • 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.
  • 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.
  • 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.
  • An inter-disciplinary team consisting of engineering and scientific experts would be needed to effectively understand the unique Petitcodiac River/Estuary system.
  • Simple approaches should be used to develop a basic understanding of the estuary system before considering more complex analyses or methodologies.
  • The knowledge base about macrotidal estuarine systems should be increased by the publication of data and study results.

Conclusions of the Organizing Committee

The Organizing Committee formulated and unanimously agrees to the following conclusions:

  • 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.
  • The link between hydrodynamics and sediment in fluid mud regions is not well understood.
  • 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,
  • 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.
  • 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.
  • 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.
  • 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.
  • Any proposed or implemented changes at the Petitcodiac causeway would require ongoing monitoring, modelling, and evaluation.

Recommendations of the Organizing Committee

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:

  1. 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.
  2. 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)
  3. Baseline data collection of water elevations and river channel cross sections should continue.
  4. 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.
  5. 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.
  6. 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.
  7. Boundary conditions should be well defined and will likely be different for models developed to address specific issues.
  8. 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.
  9. 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.
  10. 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.
  11. 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.

This report is submitted on behalf of the members of the Petitcodiac Workshop Organizing Committee.

Table 1: Opportunities for Further Analyses of Existing Information

Analyses Comments Cost and Priority
Aerial Photography and Remote Imaging
Digitize aerial photography to produce digital shorelines for comparison purposes. 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
River Cross-Sections
Previous Gunningsville surveys to be transferred in xyz coordinates and estimates made of flow areas and sediment volumes. 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

Table 2: Immediate Data Collection Needs

Proposal Comments Priority and Cost
Tides & Currents
A tidal gauging station at Hopewell Rock Required for future modelling. Cost of about $25,000 Medium cost/ high priority
Current velocity measured from Gunningsville bridge. 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. 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

Table 3: Suggested Possible Modelling to Assess Changes Resulting from Modification at the Petitcodiac Gate Operation or Openings in the Dam/Causeway

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 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.
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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