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PAPERBACK list:$21.00 Web:$18.90 add to cart Rights & Permissions Free PDF Access Free Resources Sign in to download PDF book and chapters PDF EXECUTIVE SUMMARY Display this book on your site! Related Titles Review of the U.S. Army Corps of Engineers Restructured Upper Mississippi River-Illinois Waterway Feasibility Study Water Resources Planning for the Upper Mississippi River and Illinois Waterway Other Related Titles Review of the U.S. Army Corps of Engineers Restructured Upper Mississippi River-Illinois Waterway Feasibility Study: Second Report (2004) Water Science and Technology Board (WSTB) Web Search Builder Use this book's key terms to search within this book, across our collection, or across the Web. Skim This Chapter Skim this chapter and use this chapter's key terms to search within this book. Reference Finder Paste in your own text to find books that relate to your topic. Page 77   E-mail  Facebook  Digg  Stumble  Twitter More The following HTML text is provided to enhance online readability. Many aspects of typography translate only awkwardly to HTML. Please use the page image as the authoritative form to ensure accuracy. Appendix A Page 77 Front Matter (R1-R12) Executive Summary (1-10) 1 Introduction (11-15) 2 The Upper Mississippi River-Illinois Waterway System (16-27) 3 Technical Issues (28-63) 4 Implementation (64-72) References (73-76) Appendix A: Mississippi River and Illinois Waterway System (77-80) Appendix B: National Research Council Board Membership and Staff (81-84) Appendix C: Committee Member and Staff Biographies (85-88)

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Review of the U.S. Army Corps of Engineers Restructured Upper Mississippi River–Illinois Waterway Feasibility Study: Second Report Appendix A

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Review of the U.S. Army Corps of Engineers Restructured Upper Mississippi River–Illinois Waterway Feasibility Study: Second Report This page intentionally left blank.

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Review of the U.S. Army Corps of Engineers Restructured Upper Mississippi River–Illinois Waterway Feasibility Study: Second Report TABLE A-1 Mississippi River and Illinois Waterway System - Traffic Delays per Tow Annual Average (hours)a System 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 Mississippi River Upper St. Anthony 0.03 0.03 0.03 0.02 0.01 0.03 0.03 0.02 0.01 0.03 0.03 0.03 Lower St. Anthony 0.03 0.06 0.06 0.03 0.03 0.02 0.04 0.03 0.02 0.03 0.04 0.02 Lock and Dam 1 0.05 0.07 0.16 0.15 0.19 0.18 0.17 0.03 0.02 0.04 0.03 0.05 Lock and Dam 2 0.73 0.58 0.60 0.49 0.39 0.53 0.55 0.56 0.56 0.55 0.48 0.62 Lock and Dam 3 0.70 0.57 0.59 0.52 0.45 0.51 0.52 0.47 0.42 0.47 0.42 0.53 Lock and Dam 4 0.51 0.45 0.39 0.39 0.29 0.39 0.40 0.42 0.40 0.52 0.41 0.38 Lock and Dam 5 0.44 0.46 0.50 0.44 0.42 0.41 0.56 0.45 0.39 0.45 0.40 0.42 Lock and Dam 5a 0.42 0.42 0.41 0.46 0.33 0.44 0.43 0.49 0.42 0.50 0.45 0.41 Lock and Dam 6 0.67 0.71 0.64 0.70 0.46 0.63 0.73 0.68 0.60 0.66 0.61 1.05 Lock and Dam 7 0.83 0.70 0.68 0.64 0.55 0.60 0.67 0.70 0.75 0.66 0.69 0.86 Lock and Dam 8 0.89 0.81 0.89 0.60 0.62 0.89 0.96 0.88 0.75 0.83 0.77 0.89 Lock and Dam 9 0.54 0.47 0.57 0.39 0.46 0.60 0.60 0.65 0.70 0.70 0.76 0.65 Lock and Dam 10 0.71 0.51 0.69 0.51 0.39 0.81 0.89 0.95 0.67 0.76 0.73 0.82 Lock and Dam 11 1.79 1.39 1.19 0.74 0.72 1.25 0.97 0.96 0.84 0.95 0.94 0.95 Lock and Dam 12 1.31 1.32 1.24 0.70 0.57 0.98 1.13 1.01 0.82 1.06 0.87 1.30 Lock and Dam 13 1.16 1.52 1.25 0.95 0.71 1.32 1.26 0.82 0.70 1.00 0.99 0.97 Lock and Dam 14 3.97 1.43 1.19 0.89 0.93 1.66 2.40 2.75 2.53 3.91 2.57 2.48 Lock and Dam 15 3.11 2.53 2.78 2.09 1.10 2.56 3.23 1.68 1.89 2.75 1.48 2.83 Lock and Dam 16 1.91 1.83 2.20 2.71 0.92 1.60 1.67 1.24 1.55 1.78 1.27 2.04 Lock and Dam 17 3.91 1.85 2.26 5.14 0.88 2.25 1.81 1.57 2.16 2.15 1.55 1.76 Lock and Dam 18 3.07 2.89 2.62 2.88 0.97 3.17 2.53 1.47 1.25 1.80 1.60 2.11 Lock and Dam 19 1.01 0.88 1.11 1.07 0.70 0.82 0.85 0.77 0.70 0.74 0.81 0.79 Lock and Dam 20 5.31 1.97 2.65 5.16 0.99 2.25 3.43 1.76 1.71 2.17 2.72 2.38 Lock and Dam 21 2.35 2.07 2.33 1.90 1.05 3.15 3.02 1.73 1.68 1.94 2.21 2.65 Lock and Dam 22 5.06 3.06 4.21 3.43 1.76 6.62 8.32 3.53 2.90 3.83 3.64 5.20 Lock and Dam 24 6.00 2.94 4.16 3.06 1.48 5.05 4.79 3.03 4.60 2.92 2.71 4.10 Lock and Dam 25 3.76 2.86 6.51 2.93 2.68 5.78 3.94 3.07 4.82 3.81 3.23 5.71 Melvin Price (26) 7.28 1.47 1.73 1.04 2.35 5.25 0.80 0.61 0.66 8.37 2.03 3.97 Lock and Dam 27 5.17 4.30 8.32 1.26 6.31 4.49 14.42 39.09 2.33 6.51 0.96 0.79

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Review of the U.S. Army Corps of Engineers Restructured Upper Mississippi River–Illinois Waterway Feasibility Study: Second Report   1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 Illinois Waterway System LaGrange 1.47 0.52 1.17 0.22 1.51 3.54 6.32 3.67 2.11 2.79 4.61 2.47 Peoria 0.84 0.50 1.10 0.13 1.40 2.23 2.48 2.19 1.04 1.30 1.62 1.21 Starved Rock 0.85 0.91 0.84 1.12 1.54 1.70 0.95 1.38 1.16 1.29 1.35 1.53 Marseilles 1.35 1.14 1.24 1.35 1.60 2.18 1.02 1.61 1.52 1.68 1.72 2.02 Dresden Island 0.77 0.77 0.74 0.68 1.08 2.47 0.79 0.87 1.11 1.01 1.04 1.36 Brandon Road 0.93 0.89 0.94 1.24 1.67 2.38 0.95 1.19 1.34 1.28 1.45 1.73 Lockport 1.08 1.02 1.09 1.30 1.91 2.69 1.10 1.35 1.81 1.38 1.99 1.73 Thomas J.O’Brien 0.04 0.05 0.07 0.06 0.08 0.07 0.08 0.07 0.08 0.05 0.06 0.05 aAverage delay= average time from arrival to start of lockage. SOURCE: USACE, 2004.

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