FINAL REPORT - International Joint Commission

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Participants Commercial Navigation Technical Work Group Roger Haberly, U.S. Lead U.S. Army Corps of Engineers, Buffalo, NY Luc Lefebvre, Cdn Lead St. Lawrence Seaway Management Corp., Cornwall Anjuna Langevin, Cdn Lead The Shipping Federation of Canada, Montreal, QC Ivan Lantz, Cdn Lead The Shipping Federation of Canada, Montreal, QC Jean-Luc Bedard Port of Montreal, Montreal, Quebec Pat Vincelli St. Lawrence Seaway Management Corp., Cornwall Thomas Lavigne St. Lawrence Seaway Management Corp., Cornwall Jerome Faivre Transports Quebec, Quebec Stephane Dumont Canadian Coast Guard, Quebec City, Quebec Dennis Robinson U.S. Army Corps of Engineers, Ft. Belvoir, VA Flavio D’Agnolo Canadian Coast Guard, Ottawa, Ontario Chantal Ouellet Transport Quebec Pierre Rouleau Canadian Coast Guard, Quebec City, Quebec Stefan Routhier Montreal Port Authority, Montreal, Quebec Board Liaison Ed Eryuzlu Canadian Secretariat, Ottawa, Ontario PIAG Liaisons Ivan Lantz The Shipping Federation of Canada, Montreal, QC Marc Hudon Chicoutimi, Quebec Tom McAuslan Oswego, NY Scott Tripoli Manlius, NY Michel Turgeon Montréal, Quebec ANNEX 2 References Maritime Innovation. Details of the Great Lakes Commercial Navigation Economic Impact Model. Planning Objectives and Performance Metrics For Evaluating Impacts Of Lake Ontario Outflow Regulation Plans on Commercial Navigation, report prepared by the Commercial Navigation TWG. Options for Managing Lake Ontario and St. Lawrence River Water Levels and Flows 93
ANNEX 2 D. Commercial Navigation Contextual Narrative 1. General Socio-economic Context a. Production value of the interest The Great Lakes and their connecting channels, the St. Lawrence River and the Gulf of St. Lawrence, provide a continuous deep-draft waterway from the Atlantic Ocean into the heart of the North American continent. Basically, the Great Lakes-St. Lawrence River Navigation System can be described as follows: 1) From the Atlantic Ocean to just downstream of Quebec City, the system is a deep draft waterway. Transhipment facilities in that section of the river are among the deepest drafts in the world. 2) From just downstream of Quebec City through Montreal Harbour, the system is defined as the St. Lawrence Ship Channel, with a 10.7-m (35.1 ft) to 11.3-m (37.1-ft) draft waterway. 3) From Montreal through Lake Superior, the system offers an 8.23-m (27.0-ft) deep waterway. 4) The Montreal-Lake Ontario section of the St. Lawrence River, with a total of seven locks, provides a lift of about 70 m (229.7 ft). 5) Lake Ontario is connected to Lake Erie by the Welland Canal and its 8 locks, which provide a lift of about 99 m (~325 ft). 6) From Lake Erie to Lake Michigan-Huron, the waterway is the natural and dredged channels of the Detroit River, Lake St. Clair, and the St. Clair River. There are no locks required to assist navigation in that section of the waterway. 7) From Lake Michigan-Huron to Lake Superior, the waterway rises about 6.7 m (22.0 ft) by way of St. Mary’s River and five locks, all located at the outlet of Lake Superior. On average, Great Lakes ports enjoy a nine and one half month ice-free navigation season. The Montreal and downstream ports of the St. Lawrence River are open year round. In the United States, at the south end of Lake Michigan, the Great Lakes-St. Lawrence River Navigation System connects with the Mississippi River Inland Waterway System, which has about 3,100 km (1,926 mi) of navigable shallow draft channels and provides barge transportation through the Gulf of Mexico. The Great Lakes-St. Lawrence River Navigation System also connects with the New York State Barge Canal near Buffalo, New York, to provide a shallow draft link between the Great Lakes and U.S. east coast ports (Atlantic Ocean) via the Hudson River. In Canada, the Rideau, Trent, and Ottawa Canal systems link the hinterland with the Great Lakes and the St. Lawrence River. In addition, the shallow draft Richelieu-Champlain Waterway provides a connection between the Hudson River (U.S.) and the St .Lawrence River just downstream of Montreal. With 90 commercial harbors and ports located throughout it, the Great Lakes St. Lawrence River Navigation System is one of the World's major waterborne systems. Today, this integrated navigation system serves miners, farmers, factory workers and commercial interests from the western prairies to the eastern seaboard. The annual commerce exceeds 180 million tonnes (198 million tons). For every tonne of cargo, there are scores, and often hundreds of human faces behind the scenes.1 Marine commerce on the Great Lakes/Seaway System each year generates more than $4.3 billion in personal income, $3.4 billion in transportation-related business revenue and $1.3 billion in federal, state, provincial and local taxes. Approximately 10,000 tonnes (11,000 tons) of general cargo handled by a Great Lakes port contributes more than half a million dollars in local economic benefits. 1 The St. Lawrence Seaway Management Corporation Annual Report 2002/03 94 Options for Managing Lake Ontario and St. Lawrence River Water Levels and Flows
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FINAL REPORT Options for Managing L
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FINAL REPORT Options for Managing L
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FINAL REPORT current operating regi
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FINAL REPORT The current regulation
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FINAL REPORT If none of the candida
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FINAL REPORT Divergent Viewpoints T
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FINAL REPORT Transition to Implemen
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FINAL REPORT 10: Priority Performan
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FINAL REPORT a considerable amount
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FINAL REPORT The plan consists of a
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FINAL REPORT Figure 2: The Lake Ont
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FINAL REPORT 2. Criteria and regula
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FINAL REPORT water level and flow d
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FINAL REPORT Independent Review Ind
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FINAL REPORT Coastal Processes The
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FINAL REPORT The current estimate o
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FINAL REPORT Table 2: Economic Perf
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FINAL REPORT • Shore protection m
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FINAL REPORT Abbreviations STELLA -
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FINAL REPORT Approach 2: Optimizati
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FINAL REPORT Evaluation and Screeni
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FINAL REPORT • All performance in
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FINAL REPORT 5. During the Seaway n
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FINAL REPORT The programmed Plan 19
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FINAL REPORT Other efforts showed t
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FINAL REPORT Plan E generally produ
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FINAL REPORT An early version of Pl
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FINAL REPORT Plan Evaluations and C
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FINAL REPORT Table 3: Differences i
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Lake Ontario FINAL REPORT Figure 13
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St. Lawrence River at Lac St. Louis
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FINAL REPORT Figures 29, 30, 32 and
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Discharge (m 3 /s) Discharge (tcfs)
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Level (m IGLD 1985) Level (ft. IGLD
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FINAL REPORT Economic Results All p
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FINAL REPORT Disproportionate Loss
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FINAL REPORT Table 7: Percent Damag
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FINAL REPORT Table 8: Environmental
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FINAL REPORT Beyond the Summary Num
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FINAL REPORT Figure 36: Net economi
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FINAL REPORT On Lake Ontario, lakeb
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FINAL REPORT Coastal damages occur
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FINAL REPORT Figure 39: Wetland pla
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FINAL REPORT Sensitivity Analyses D
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FINAL REPORT Table 11: Summary of E
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FINAL REPORT Figure 43: Lake Ontari
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FINAL REPORT Climate Change Analysi
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FINAL REPORT Table 13: Summary of E
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FINAL REPORT Validation The Plan Fo
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FINAL REPORT Municipal and Industri
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FINAL REPORT Interest-specific shor
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FINAL REPORT Change the Criteria an
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FINAL REPORT Through the advocacy o
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FINAL REPORT 5. People living along
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FINAL REPORT The Study Board consid
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FINAL REPORT • Ecohydrology is th
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FINAL REPORT Institutional issues d
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FINAL REPORT Environmental Data and
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FINAL REPORT The point of access to
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FINAL REPORT Possible Changes in th
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FINAL REPORT 106 Options for Managi
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FINAL REPORT People and Organizatio
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FINAL REPORT Environmental Technica
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FINAL REPORT Common Data and Inform
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FINAL REPORT BASIN; WATERSHED - The
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FINAL REPORT EROSION - The wearing
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FINAL REPORT INTEGRATED ECOLOGICAL
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FINAL REPORT PHYSIOGRAPHY - A descr
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FINAL REPORT TECHNICAL WORK GROUP (
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FINAL REPORT Pacific International
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FINAL REPORT Savage, C. Lake Ontari
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FINAL REPORT Doyon, B., et al. (200
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FINAL REPORT Planning and Managemen
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FINAL REPORT h. Information Managem
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ANNEXES Options for Managing Lake O
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ANNEXES Annex 3 - Plan Descriptions
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ANNEX 1 Annex 1 Pertinent Documents
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The Study Board shall provide optio
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Pertinent Document 2 Plan of Study
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trial regulation plans will need to
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WHEREAS pursuant to the said Applic
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(c) (d) (e) (f) (g) The works shall
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(i) (j) (k) Under regulation, the f
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(b) Control Facilities Adequate con
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ANNEX 2 2 Annex2 Technical Work Gro
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Hydrology, supplies Historical and
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Performance Indicators As noted ear
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Table A-2: Lower St. Lawrence River
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Table A-3: Weighting Scheme for Eco
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In the St. Lawrence River, high spr
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References Armellin, A., Mingelbier
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A. Environmental Contextual Narrati
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types. Analyses of historical aeria
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9. References Listed in text Baedke
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B. Recreational Boating and Tourism
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In addition to recreational boating
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Summary of Key Findings Based on it
Page 212 and 213: ANNEX 2 Figure B-3: Alexandria Bay
Page 214 and 215: Participants Recreational Boating a
Page 216 and 217: Communities along New York waters v
Page 218 and 219: On the Canadian side, a telephone s
Page 220 and 221: 3. Potentially Significant Benefit
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Page 238 and 239: References Baird, W.F. and Associat
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Page 250 and 251: C. Coastal Processes Contextual Nar
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Page 256 and 257: Finally, from a computational stand
Page 258 and 259: D. Commercial Navigation Technical
Page 260 and 261: More information on the socio-econo
Page 264 and 265: . Number of stakeholders The St. La
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Page 268 and 269: Commercial navigation costs actuall
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Page 274 and 275: f. In Montreal, water levels impact
Page 276 and 277: U.S. Dollars ANNEX 2 Figure E-1: Sh
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Page 280 and 281: Hydroelectric Power Generation Tech
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Page 286 and 287: (b) The hydropower performance indi
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Page 290 and 291: 9. References The Hydroelectric Pow
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Page 294 and 295: Taste and odours performance indica
Page 296 and 297: Determining a critical elevation fo
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Page 300 and 301: F. Municipal, Industrial and Domest
Page 302 and 303: 7. Adaptive Behaviours The evaluati
Page 304 and 305: (d) History of the interest The Akw
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Page 310 and 311: • build operational hydrology for
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Fan, Y. and Fay, D. (2001) Variatio
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I. Common Data Needs Technical Work
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Collection of detailed bathymetric
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• Metadata requirements Metadata
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FTP Support The first component of
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ANNEX 2 Figure J-3: Typical product
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ANNEX 3 Annex 3 Plan Descriptions a
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After discussions, the Plan Formula
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Table A-1: Constraints Applied to E
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Deviations The outflow calculated a
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The following list summarizes the a
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ANNEX 3 Figure B-3: Lake Ontario Av
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Lake Ontario level (m) 1.9 1.8 1.7
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ANNEX 3 Figure B-8: Cumulative Freq
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Total winter flow (10 m 3 /s - quar
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Plan 1958-DD - Appendix Detailed de
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SELECT CASE adjusted supply indicat
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If the Lake Ontario level is greate
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The inflow category (e.g., wet, dry
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Step 5 - Ice limit: Exactly the sam
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ANNEX 3 Figure B-18: Plan A + rule
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Other rules Plan B + has two additi
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Plan D + : Blended Benefits Objecti
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ANNEX 3 Figure B-19A: Lake Ontario
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ANNEX 3 Figure B-20: Lake Ontario s
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ANNEX 3 Figure B-21F: Long Sault Da
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Figure B-23 shows the three benefit
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Score Figure B-25: Score based on t
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Flow Constraints In addition to the
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This procedure is repeated until th
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Reference and Interest Specific Reg
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Plan 1958-D Regulation of Lake Onta
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4. The “I” limits, or ice limit
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Figure B-31 compares the scoring re
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Experimental variations In simpler
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C. Summary Tables of Plan Results T
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Historical Time Series (1900-2000)
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Environmental Results (Historical)
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Stochastic Supply Sequences Economi
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Table C-8: Economic results for can
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Table C-10: Economic results for ca
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Table C-12: Environmental results f
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Table C-14: Environmental results f
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ANNEX 4 Introduction Annex 4 Mitiga
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The great majority of potential act
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Great Lakes Advance Emergency Manag
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“(b) General Plan. (1) The Secret
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Adaptive Management Action Plan (AM
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difference in evaluations. If, for
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Coastal Monitoring Purpose: Monitor
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Adaptive Management Program Summary
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GLOSSARY OF TERMS ABIOTIC - Non-liv
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COASTAL EROSION - The wearing away
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EROSION - The wearing away of land
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HYDROLOGIC MODELING - The use of ph
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MEASURE, STRUCTURAL - Any measure t
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PUBLIC INFORMATION - Activities whe
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SUBSTRATE COMPOSITION - Categorical
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FINAL REPORT - International Joint Commission

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