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Upper Mississippi River Conservation Opportunity Area Wildlife Action Plan
Version 3 Summer 2012 UPPER MISSISSIPPI RIVER CONSERVATION OPPORTUNITY AREA WILDLIFE ACTION PLAN Daniel Moorehouse Mississippi River Pool 19 A cooperative, inter-agency partnership for the implementation of the Illinois Wildlife Action Plan in the Upper Mississippi River Conservation Opportunity Area Prepared by: Angella Moorehouse Illinois Nature Preserves Commission Elliot Brinkman Prairie Rivers Network We gratefully acknowledge the Grand Victoria Foundation's financial support for the preparation of this plan. Table of Contents List of Figures .............................................................................................................................. ii Acronym List .............................................................................................................................. iii I. Introduction to Conservation Opportunity Areas ....................................................................1 II. Upper Mississippi River COA ..................................................................................................3 COAs Embedded within Upper Mississippi River COA ..............................................................5 III. Plan Organization .................................................................................................................7 IV. Vision Statement ..................................................................................................................8 V. Climate Change .......................................................................................................................9 -
Transportation on the Minneapolis Riverfront
RAPIDS, REINS, RAILS: TRANSPORTATION ON THE MINNEAPOLIS RIVERFRONT Mississippi River near Stone Arch Bridge, July 1, 1925 Minnesota Historical Society Collections Prepared by Prepared for The Saint Anthony Falls Marjorie Pearson, Ph.D. Heritage Board Principal Investigator Minnesota Historical Society Penny A. Petersen 704 South Second Street Researcher Minneapolis, Minnesota 55401 Hess, Roise and Company 100 North First Street Minneapolis, Minnesota 55401 May 2009 612-338-1987 Table of Contents PROJECT BACKGROUND AND METHODOLOGY ................................................................................. 1 RAPID, REINS, RAILS: A SUMMARY OF RIVERFRONT TRANSPORTATION ......................................... 3 THE RAPIDS: WATER TRANSPORTATION BY SAINT ANTHONY FALLS .............................................. 8 THE REINS: ANIMAL-POWERED TRANSPORTATION BY SAINT ANTHONY FALLS ............................ 25 THE RAILS: RAILROADS BY SAINT ANTHONY FALLS ..................................................................... 42 The Early Period of Railroads—1850 to 1880 ......................................................................... 42 The First Railroad: the Saint Paul and Pacific ...................................................................... 44 Minnesota Central, later the Chicago, Milwaukee and Saint Paul Railroad (CM and StP), also called The Milwaukee Road .......................................................................................... 55 Minneapolis and Saint Louis Railway ................................................................................. -
Four Thousand Ships Passed Through the Lock: Object-Induced Measure Functions on Events
MANFRED KRIFKA FOUR THOUSAND SHIPS PASSED THROUGH THE LOCK: OBJECT-INDUCED MEASURE FUNCTIONS ON EVENTS 1 . INTRODUCTION 1.1. Event-Related and Object-Related Readings The subject of this paper* is certain peculiar readings of sentences like the following ones: (1)a. Four thousand ships passed through the lock last year. b. The library lent out 23,000 books in 1987. C. Sixty tons of radioactive waste were transported through the lock last year. d. The dry cleaners cleaned 5.7 million bags of clothing in 1987. e. 12,000 persons walked through the turnstile yesterday. Take the first example, (la) (it is inspired by the basic text of the LiLog project of IBM Germany, which first drew my attention to these sen- tences). It clearly has two readings. The first one, call it the object-related reading, says that there are four thousand ships which passed through the lock last year. The second one, call it the event-related reading, says that there were four thousand events of passing through the lock by a ship last year. The object-related reading presupposes the existence of (at least) four thousand ships in the world we are talking about. In the event-related reading, there might be fewer ships in the world. In the limiting case, a single ship passing through the lock about 12 times a day would be suffi- cient. We find the same ambiguity in the other examples of (1). The library might contain fewer than 23,000 books, there might be less than sixty tons of radioactive waste, there might be less than 5.7 million bags of clothing, and there might be fewer than 12,000 persons - but the sentences (lb-e) could still be true in their event-related readings. -
Waterway Dimensions
Generated by waterscape.com Dimension Data The data published in this documentis British Waterways’ estimate of the dimensions of our waterways based upon local knowledge and expertise. Whilst British Waterways anticipates that this data is reasonably accurate, we cannot guarantee its precision. Therefore, this data should only be used as a helpful guide and you should always use your own judgement taking into account local circumstances at any particular time. Aire & Calder Navigation Goole to Leeds Lock tail - Bulholme Lock Length Beam Draught Headroom - 6.3m 2.74m - - 20.67ft 8.99ft - Castleford Lock is limiting due to the curvature of the lock chamber. Goole to Leeds Lock tail - Castleford Lock Length Beam Draught Headroom 61m - - - 200.13ft - - - Heck Road Bridge is now lower than Stubbs Bridge (investigations underway), which was previously limiting. A height of 3.6m at Heck should be seen as maximum at the crown during normal water level. Goole to Leeds Lock tail - Heck Road Bridge Length Beam Draught Headroom - - - 3.71m - - - 12.17ft - 1 - Generated by waterscape.com Leeds Lock tail to River Lock tail - Leeds Lock Length Beam Draught Headroom - 5.5m 2.68m - - 18.04ft 8.79ft - Pleasure craft dimensions showing small lock being limiting unless by prior arrangement to access full lock giving an extra 43m. Leeds Lock tail to River Lock tail - Crown Point Bridge Length Beam Draught Headroom - - - 3.62m - - - 11.88ft Crown Point Bridge at summer levels Wakefield Branch - Broadreach Lock Length Beam Draught Headroom - 5.55m 2.7m - - 18.21ft 8.86ft - Pleasure craft dimensions showing small lock being limiting unless by prior arrangement to access full lock giving an extra 43m. -
MILL RUINS PARK RESEARCH STUDY West Side Waterpower
MILL RUINS PARK RESEARCH STUDY West Side Waterpower Canal Era (1857-1858) Prepared for Minneapolis Park and Recreation Board 3800 Bryant Avenue South Minneapolis, Minnesota 55409-1029 Prepared by Hess, Roise and Company, Historical Consultants Marjorie Pearson, Ph.D., Principal Investigator Penny A. Petersen Nathan Weaver Olson The Foster House, 100 North First Street, Minneapolis, Minnesota 55401 With curriculum program by Dawn Peterson Ann Ericson May 2003 West Side Waterpower Canal Era (1857-1858) The Construction of the West Side Waterpower Canal When construction began on the West Side Waterpower Canal in 1857, Minneapolis, on the west bank of the Mississippi River, had been legally opened to settlement only two years earlier. The village of Saint Anthony on the east bank was a separate entity. While Charles Christmas, under the aegis of John Stevens, had laid out the streets of the new village, only about one hundred buildings had been constructed, and these were scattered close to the riverfront. By 1857 the population was calculated at 2,000, an increase of 1,800 in two years.1 Saint Anthony Falls as seen by the early settlers (Minnesota Historical Society) The leaders of the new municipality knew that future prosperity lay in harnessing the power of Saint Anthony Falls. The most expeditious way to do that was to dig a canal adjacent to the falls on the west bank, divert some of the water from the river and the falls to the canal, then run the water from the canal through turbines connected to main line shafts that could power the adjacent Cataract Flour Mill and nearby sawmills. -
The Schuylkill Navigation and the Girard Canal
University of Pennsylvania ScholarlyCommons Theses (Historic Preservation) Graduate Program in Historic Preservation 1989 The Schuylkill Navigation and the Girard Canal Stuart William Wells University of Pennsylvania Follow this and additional works at: https://repository.upenn.edu/hp_theses Part of the Historic Preservation and Conservation Commons Wells, Stuart William, "The Schuylkill Navigation and the Girard Canal" (1989). Theses (Historic Preservation). 350. https://repository.upenn.edu/hp_theses/350 Copyright note: Penn School of Design permits distribution and display of this student work by University of Pennsylvania Libraries. Suggested Citation: Wells, Stuart William (1989). The Schuylkill Navigation and the Girard Canal. (Masters Thesis). University of Pennsylvania, Philadelphia, PA. This paper is posted at ScholarlyCommons. https://repository.upenn.edu/hp_theses/350 For more information, please contact [email protected]. The Schuylkill Navigation and the Girard Canal Disciplines Historic Preservation and Conservation Comments Copyright note: Penn School of Design permits distribution and display of this student work by University of Pennsylvania Libraries. Suggested Citation: Wells, Stuart William (1989). The Schuylkill Navigation and the Girard Canal. (Masters Thesis). University of Pennsylvania, Philadelphia, PA. This thesis or dissertation is available at ScholarlyCommons: https://repository.upenn.edu/hp_theses/350 UNIVERSITY^ PENNSYLVANIA. LIBRARIES THE SCHUYLKILL NAVIGATION AND THE GIRARD CANAL Stuart William -
Geographical Overview of the Three Gorges Dam and Reservoir, China—Geologic Hazards and Environmental Impacts
Geographical Overview of the Three Gorges Dam and Reservoir, China—Geologic Hazards and Environmental Impacts Open-File Report 2008–1241 U.S. Department of the Interior U.S. Geological Survey Geographical Overview of the Three Gorges Dam and Reservoir, China— Geologic Hazards and Environmental Impacts By Lynn M. Highland Open-File Report 2008–1241 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior DIRK KEMPTHORNE, Secretary U.S. Geological Survey Mark D. Myers, Director U.S. Geological Survey, Reston, Virginia: 2008 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report. Suggested citation: Highland, L.M., 2008, Geographical overview of the Three Gorges dam and reservoir, China—Geologic hazards and environmental impacts: U.S. Geological Survey Open-File Report 2008–1241, 79 p. http://pubs.usgs.gov/of/2008/1241/ iii Contents Slide 1...............................................................................................................................................................1 -
Hydraulic and Structural Design of Navigational Locks
nvironm E en l & ta Dhanuka et al., J Civil Environ Eng 2018, 8:1 i l iv E C n f g o i n DOI: 10.4172/2165-784X.1000297 l Journal of Civil & Environmental e a e n r r i n u g o J ISSN: 2165-784X Engineering Research Article Open Access Hydraulic and Structural Design of Navigational Locks Amit Dhanuka1*, Shivendra Kumar Agrawal2 and Honey Mehra1 1Howe Projects Engineering Pvt Ltd, Ahmedabad, Gujarat, India 2Department of Irrigation and Hydraulics, Punjab Engineering College, Chandigarh, India Abstract Navigation lock is a structure in the waterway provided to create a safe navigation passage between two water pools which are not at the same level. The reason for difference in water levels can be natural such as tidal variations or can be manmade such as construction of dam or barrage across the river. The main components of Navigation lock comprise of approach channels, lock pit, filling/emptying arrangement. Design of lock depends on lockage time, water level variations, Lock capacity requirements, design vessel size. filling/emptying system shall be designed to work under gravity flow without any pumping requirements. Filling/emptying system is chosen to get appropriate filling/ emptying time. The optimum time for filling and emptying is generally kept between 8.0-10.0 minutes. The size of filling culverts are so computed to attain the optimum time for filling/emptying. Every lock is unique in terms of its geology, location, size, requirements and water level differences. Here typical design aspects of a navigational Lock in inland waterway have been described. -
Minneapolis Public Works Department Minneapolis Park & Recreation
NPDES MS4 Phase I Permit No. MN0061018 Annual Report for 2014 Activities City of Minneapolis and the Minneapolis Park & Recreation Board, Co-Permittees Prepared by: Minneapolis Public Works Department in conjunction with Minneapolis Park & Recreation Board July 31, 2015 NPDES MS4 PHASE I PERMIT ANNUAL REPORT FOR 2014 ACTIVITIES Acknowledgements Public Works-Surface Water & Sewers Paul Chellsen Lane Christianson Kevin Danen Lois Eberhart Paul Hudalla Kelly Moriarity Matt Stonich Jeremy Strehlo John Studtmann Dick Thornbloom Karl Westermeyer Public Works - Transportation Maintenance & Repair Steve Collin Minneapolis Park & Recreation Board Rachael Crabb Michael Perniel Debra Pilger MaryLynn Pulscher Health Department - Environmental Services Tom Frame Patrick Hanlon Regulatory Services Steve Kennedy Source: Minneapolis Public Works – Surface Water and Sewers ii Table of Contents Cover Page ...................................................................................................................................................... Signature Page ............................................................................................................................................... Certification and Resolution 2015R-303…………………………………………………………………... Acknowledgements ....................................................................................................................................... Table of Contents .......................................................................................................................................... -
Minnesota River State Trail Franklin to Le Sueur Master Plan
MINNESOTA RIVER STATE TRAIL FRANKLIN TO LE SUEUR MASTER PLAN Minnesota Department of Natural Resources Division of Parks and Trails October 2015 Minnesota River State Trail Master Plan Franklin to Le Sueur The Minnesota Department of Natural Resources, Parks and Trails Division would like to thank all who participated in this master planning process. Many individuals and groups in trail communities have been working for many years to help establish this trail. Many DNR staff, city, county, and state officials, trail association members, and local citizens contributed their time and energy to the planning process as well. Project Team: • Laurie Young, Planning Supervisor • Suzanne Rhees, AICP, Principal Planner • Adam DeKleyn, CCM, Planning Specialist • Darin Newman, CCM, Planning Specialist • Paul Hansen, District Supervisor • Craig Beckman, Area Supervisor Copyright 2015 State of Minnesota, Minnesota Department of Natural Resources. Equal opportunity to participate in and benefit from programs of the Minnesota Department of Natural Resources is available to all individuals regardless of race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, age, sexual orientation, membership or activity in a local commission, or disability. Discrimination inquiries should be sent to MN-DNR, 500 Lafayette Road, St. Paul, MN 55155-4031; or the Equal Opportunity Office, Department of the Interior, Washington, DC 20240. This document is available in an alternative format upon request. For general information regarding DNR’s programs, contact: Minnesota Department of Natural Resources 500 Lafayette Road St. Paul, MN 55155-4040 DNR website (mndnr.gov) 651-296-6157 (Metro area and outside Minnesota) 1-888-MINNDNR (MN Toll Free) TDD: 651-296-5485 (Metro Area) TDD: 1-800-657-3929 (MN Toll Free) Minnesota River State Trail Master Plan Franklin to Le Sueur TABLE OF CONTENTS 1. -
SHIP BEHAVIOUR in LOCKS and LOCK APPROACHES” by Carsten Thorenz 1, D
PIANC World Congress San Francisco USA 2014 PIANC WORKING GROUP 155 “SHIP BEHAVIOUR IN LOCKS AND LOCK APPROACHES” by Carsten Thorenz 1, D. Bousmar, J.-P. Dubbelman, Li Jun, D. Spitzer, J.J. Veldman, J. R. Augustijn, W. Kortlever, A. Hartley, A. Moreno, R. Salas, J. Wong, M. Vantorre, O. Weiler, P. Hunter, S. Roux, Wu Peng ABSTRACT The goal of PIANC Inland Commission (InCom) Working Group 155 “Ship behaviour in locks and lock approaches” is to give designers of locks and organizations that operate locks more insight into the troubles which vessels might encounter in the interaction with locks and what to do to avoid them. During the transit of a ship through a lock and even during normal navigation, ships can be significantly affected by the interaction with the processes induced by a lock. It is relevant to have an idea about the governing processes, as they have an impact both on the design and operation of navigation locks. In the report, it is pointed out which effects are important and how these combine with the experience from current and past lock projects. This paper presents an insight on the work of the group and on the main points covered in the report. 1 INTRODUCTION PIANC has the goal of enhancing the exchange of knowledge between people that are engaged in waterborne transport. To achieve this, PIANC brings together international experts on the design, development and maintenance of ports, waterways and coastal areas. Many working groups (WG) are developing technical updates on shared best practices. PIANC InCom WG 155 “Ship behaviour in locks and lock approaches” is a successor to InCom WG 29, which published the Report No. -
Marple Locks Trail
MARPLE LOCKS - A HISTORY Canal builders would, as far as possible, always use This problem was overcome by the construction of a local materials. In the case of the Peak Forest Canal, an tramroad which started near Oldknow's lime kilns, ran ample supply of stone was readily available in the across what is now Strines Road, cut across the corner of Marple Locks are situated on the Peak Forest Canal in district and this was used almost exclusively in the the present Recreation Ground and along the banking Marple Cheshire. construction of lock chambers and bridges. The canals which can still be identified near the children's play The Peak Forest Canal runs from Buxworth in were "cut" by gangs of men using picks, shovels and area. From there it went towards the modern St. Derbyshire, where an arm also services nearby Whaley wheelbarrows. The skilled diggers were called cutters or Martin's Road but turned to cross the canal at lock 10 Bridge, through Furness Vale, New Mills and Disley to bankers and the unskilled, labourers, although soon near the Tollgate Cottage. The grooved support stones Marple. Here it is joined by the Macclesfield Canal. At they all became known as Navigators or "Navvies" for for the rails and the holes for the wooden pegs which Marple the canal descends a flight of sixteen locks, short. The locks were built by masons and the lock gates held them in place can still be seen. The route then lowering the level by 210 feet before crossing 100 feet by carpenters or joiners.