FINAL REPORT - International Joint Commission

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Step 5 – Ice limit: Exactly the same ice limits that were used for Plan 1998 are applied in Plan A + . During the non-navigation season, the maximum allowable release is that which will keep Long Sault at 71.8 m (235.56 ft) or higher. In addition, during ice formation, the maximum allowable release is 6,250 m3/s (220,700 ft3/s). The Ice Limit release applied is the minimum of the two. ANNEX 3 Step 6 – Minimum allowable release: Finally, an absolute lower limit of 4,000 m3/s (141,300 ft3/s) is applied. Target Levels/Releases for the Optimization Model Target levels and releases The target levels outlined in Figures B-14 to B-17 come from the PIAG_Yr4_Draft_17 PowerPoint file, which outlines all the existing suggested criteria. For a given period, the target maximum level is the minimum of the various maxima, the target minimum level being the maximum of the various minima. (For purposes of conversion from metric to Imperial units, 1 metre = 3.28084 ft and 1 m3/s = 35.31467 ft 3 /s). Figure B-14: Lake Ontario target levels Level (m) Level (m) Figure B-15: Lac St. Louis at Pointe Claire target levels Options for Managing Lake Ontario and St. Lawrence River Water Levels and Flows 181
ANNEX 3 Figure B-16: Montreal Harbour target levels The target maximum release and target minimum release have been adjusted such that hydropower is produced most efficiently during the summer (high electricity price): Release (cms) Level (m) Figure B-17: Hydropower target releases 182 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
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ANNEX 2 Figure B-3: Alexandria Bay
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Participants Recreational Boating a
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Communities along New York waters v
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On the Canadian side, a telephone s
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3. Potentially Significant Benefit
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The average horsepower of motor boa
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Noden, D. and Brown, T. (1975) The
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The Lower St. Lawrence River In com
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Table C-1: Unit Costs for the Const
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Beach Access The beach access perfo
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Since the value of shore protection
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ANNEX 2 Figure C-6: Map of percent
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ANNEX 2 Figure C-8: Map of downstre
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References Baird, W.F. and Associat
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C. Coastal Processes Contextual Nar
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Given the current land use policies
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. In the case of the shore protecti
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e. With the ever increasing urban d
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8. Risk Assessment/Sensitivity Anal
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C. Coastal Processes Contextual Nar
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This interest suffered badly during
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5. Key Trends Construction along ri
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Finally, from a computational stand
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D. Commercial Navigation Technical
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More information on the socio-econo
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Participants Commercial Navigation
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. Number of stakeholders The St. La
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g. Trade flows and current market c
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Commercial navigation costs actuall
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5. Key Trends Provided below are hi
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Another adaptive measure to falling
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f. In Montreal, water levels impact
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U.S. Dollars ANNEX 2 Figure E-1: Sh
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Ice formation Ice cover stability i
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Hydroelectric Power Generation Tech
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Regionally, hydropower is seen main
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NYISO administers the Day Ahead Mar
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(b) The hydropower performance indi
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Synapse Energy Economics Inc. devel
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9. References The Hydroelectric Pow
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F. Municipal, Industrial and Domest
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Taste and odours performance indica
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Determining a critical elevation fo
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Water level in Pointe-Claire (m) Fi
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Page 304 and 305: (d) History of the interest The Akw
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Page 308 and 309: increases throughout the year. Mixi
Page 310 and 311: • build operational hydrology for
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Page 314 and 315: I. Common Data Needs Technical Work
Page 316 and 317: Collection of detailed bathymetric
Page 318 and 319: • Metadata requirements Metadata
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Page 322 and 323: ANNEX 2 Figure J-3: Typical product
Page 324 and 325: ANNEX 3 Annex 3 Plan Descriptions a
Page 326 and 327: After discussions, the Plan Formula
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Page 338 and 339: ANNEX 3 Figure B-8: Cumulative Freq
Page 340 and 341: Total winter flow (10 m 3 /s - quar
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Page 352 and 353: ANNEX 3 Figure B-18: Plan A + rule
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Page 376 and 377: 4. The “I” limits, or ice limit
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Page 382 and 383: C. Summary Tables of Plan Results T
Page 384 and 385: Historical Time Series (1900-2000)
Page 386 and 387: Environmental Results (Historical)
Page 388 and 389: Stochastic Supply Sequences Economi
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Table C-18: Economic results for ca
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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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