Bridge E163, Chili Avenue (NY 33A) Bridge E162A, Pipeline Bridge
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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. -
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 -
ALDRICH TOWING-PATH CHANGE BRIDGE Erie Canal, Bridge No. 35
ALDRICH TOWING-PATH CHANGE BRIDGE HAER No. NY-315 Erie Canal, Bridge No. 35 Sexton Bridge Spanning the New York State Heritage Trail, Aqueduct Park (Moved from Macedon, Wayne County, NY) My. Palmyra Wayne County New York > PHOTOGRAPHS (^.REDUCED COPIES OF MEASURED DRAWINGS WRITTEN HISTORICAL AND DESCRIPTIVE DATA HISTORIC AMERICAN ENGINEERING RECORD National Park Service 1849 C Street, NC300 Washington, DC 20240 HISTORIC AMERICAN ENGINEERING RECORD ALDR1CH TOWING-PATH CHANGE BRIDGE (Erie Canal, Bridge No. 35) (Sexton Bridge) HAERNo.NY-315 Location: Spanning the New York State Heritage Trail, Aqueduct Park, Palmyra, Wayne County, New York. Date of Construction: 1858 Builders: John Hutchinson (Troy, New York), contractor and builder. George W. Eddy, Mohawk and Hudson Iron Works (Waterford, New York), founder and machinist. Present Owner: Town of Macedon, New York, 30 Main Street, Macedon, Wayne County, New York (Nelson Warner, Supervisor, 1998). Present Use: Monument and footbridge Significance: The Aldrich Change Bridge is the oldest dated iron bridge in New York State and one of only two bridges known to survive from the first enlargement of the Erie Canal. In addition to its importance as an artifact of one of the nation's earliest and most significant public works, it draws attention to one of the lesser known and largely overlooked designs of Squire Whipple, nineteenth-century America's foremost theoretician-practitioner of truss bridge design. Fabricated in the Waterford, New York, iron works of George W. Eddy and erected by John Hutchinson of Troy, the Aldrich change bridge was a product of the rich industrial complex then flourishing at the confluence of the Mohawk and Hudson Rivers in eastern New York. -
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. -
Town of Seneca
TOWN OF BRISTOL Inventory of Land Use and Land Cover Prepared for: Ontario County Water Resources Council 20 Ontario Street, 3rd Floor Canandaigua, New York 14424 and Town of Bristol 6740 County Road 32 Canandaigua, New York 14424 Prepared by: Dr. Bruce Gilman Department of Environmental Conservation and Horticulture Finger Lakes Community College 3325 Marvin Sands Drive Canandaigua, New York 14424-8395 2020 Cover image: Ground level view of a perched swamp white oak forest community (S1S2) surrounding a shrub swamp that was discovered and documented on Johnson Hill north of Dugway Road. This forest community type is rare statewide and extremely rare locally, and harbors a unique assemblage of uncommon plant species. (Image by the Bruce Gilman). Acknowledgments: For over a decade, the Ontario County Planning Department has supported a working partnership between local towns and the Department of Environmental Conservation and Horticulture at Finger Lakes Community College that involves field research, ground truthing and digital mapping of natural land cover and cultural land use patterns. Previous studies have been completed for the Canandaigua Lake watershed, the southern Honeoye Valley, the Honeoye Lake watershed, the complete Towns of Canandaigua, Gorham, Richmond and Victor, and the woodlots, wetlands and riparian corridors in the Towns of Seneca, Phelps and Geneva. This report summarizes the latest land use/land cover study conducted in the Town of Bristol. The final report would not have been completed without the vital assistance of Terry Saxby of the Ontario County Planning Department. He is gratefully thanked for his assistance with landowner information, his patience as the fieldwork was slowly completed, and his noteworthy help transcribing the field maps to geographic information system (GIS) shape files. -
Water Resources of Monroe County, New York, Water Years 1989-93, with Emphasis on Water Quality in the Irondequoit Creek Basin Part 1
Water Resources of Monroe County, New York, Water Years 1989-93, with Emphasis on Water Quality in the Irondequoit Creek Basin Part 1. Water-Resources Data U.S. GEOLOGICAL SURVEY Open-File Report 97-587 Prepared in cooperation with the Monroe County Department of Health Water Resources of Monroe County, New York, Water Years 1989-93, with Emphasis on Water Quality in the Irondequoit Creek Basin Part 1. Water-Resources Data By DONALD A. SHERWOOD Prepared in cooperation with the Monroe County Department of Health U.S. GEOLOGICAL SURVEY OPEN-FILE REPORT REPORT 97-587 Ithaca, New York 1997 i BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Mark Schaefer, Acting Director Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. Geological Survey For additional information Copies of this report can be write to: purchased from: Subdistrict Chief U.S. Geological Survey U.S. Geological Survey Branch of Information Services 903 Hanshaw Road Box 25286 Ithaca, NY 14850 Denver, CO 80225-0286 ii Contents CONTENTS Abstract.......................................................................................................................................................... 1 Introduction.................................................................................................................................................... 1 Purpose and Scope .................................................................................................................................. -
Town of Perinton Comprehensive Plan Update May 2011
Town of Perinton Comprehensive Plan Update May 2011 Prepared for: Town of Perinton, New York Prepared By: 2011 COMPREHENSIVE PLAN UPDATE TOWN OF PERINTON New York May 2011 2011 COMPREHENSIVE PLAN UPDATE TOWN OF PERINTON New York Prepared For: Town of Perinton Comprehensive Plan Update & Advisory Committees Prepared By: ACKNOWLEDGMENTS The 2011 Comprehensive Plan Update was made possible thanks to the time, input, support and dedication provided by the following individuals: TOWN OF PERINTON COMPREHENSIVE PLAN UPDATE COMMITTEE Town Board x Mark Anderson | Planning Board x John Beck | Deputy Director, Code Enforcement & Development James Smith, Town Supervisor x Thomas Beck | Commissioner, Department of Public Works Patricia Knapp, Town Council x James Brasley | Planning Board x Michael Doser | Director, Code Enforcement & Development Carolyn Saum, Town Council x Christine Fredette | Conservation Board Joseph LaFay, Town Council x Joseph LaFay | Town Board x John Moose | Zoning Board of Appeals Peg Havens, Town Council x Jeffrey Myers | Commissioner, Recreation and Parks x Robert Place | Town Attorney x Carolyn Saum | Town Board x David Schaeffer | Recreation and Parks Board x James Smith | Town Supervisor x Eric Williams | Assistant to Commissioner, Department of Public Works TOWN OF PERINTON COMPREHENSIVE PLAN ADVISORY COMMITTEE x Vincent Arcarese | Zoning Board of Appeals x David Belaskas | Conservation Board x Van Cardilli | Chamber of Commerce x John Colaruotolo | Business Owner x Samuel DiPrima | Business Owner x Friedrich Grasberger -
The Lost City of Tryon Trail Is an Approved Historic Trail Of
The Lost City of Tryon Trail is an approved Historic Trail of the Boy Scouts of America and is administered by the Seneca Waterways Council Scouting Historical Society. It offers hikers a fantastic opportunity to experience a geographic location of enduring historic significance in Upstate New York. 2018 EDITION Seneca Waterways Council Scouting Historical Society 2320 Brighton-Henrietta Town Line Road, Rochester, NY 14623 version 2.0 rdc 10/2018 A Nice Hike For Any Season Introduction The Irondequoit Bay area was once at the crossroads of travel and commerce for Native Americans. It was the home of the Algonquin and later the Seneca, visited by a plethora of famous explorers, soldiers, missionaries and pioneers. This guidebook provides only a small glimpse of the wonders of this remote wilderness prior to 1830. The Lost City of Tryon Trail takes you through a historic section of Brighton, New York, in Monroe County’s Ellison Park. The trail highlights some of the remnants of the former City of Tryon (portions of which were located within the present park) as well as other historic sites. It was also the location of the southernmost navigable terminus of Irondequoit Creek via Irondequoit Bay, more commonly known as “The Landing.” The starting and ending points are at the parking lot on North Landing Road, opposite the house at #225. Use of the Trail The Lost City of Tryon Trail is located within Ellison Park and is open for use in accordance with park rules and regulations. Seasonal recreation facilities, water, and comfort stations are available. See the park’s page on the Monroe County, NY website for additional information. -
Whole Foods Plaza • DEIS •
Whole Foods Plaza • DEIS • Draft Environmental Impact Statement For: Whole Foods Plaza, Town of Brighton County of Monroe, New York Prepared for: Ramsey A. Boehner, Environmental Review Liaison Officer Brighton Town Board as Lead Agency Brighton Town Hall 2300 Elmwood Avenue Rochester, NY14618 585-784-5250 Contributors / Preparers: Daniele Family of Companies (Project Sponsor) SBLM Architects 2740 Monroe Avenue 545 West 45th Street Rochester, NY14618 New York, NY 10036 585-271-1111 212-995-5600 Costich Engineering, D.P.C.- Mike Montalto Foundation Design, P.C.- James Baker 217 Lake Avenue 335 Colfax Street Rochester, NY 14608 Rochester, NY 14606 585-458-3020 585-458-0824 SRF Associates – Steve Ferranti 3495 Winton Place Building E, suite 110 Rochester, NY 14623 585-272-4660 Date of Receipt Date of Acceptance Deadline for Written Comments January 21, 2016 1 TABLE OF CONTENTS TABLE OFCONTENTS ............................................................................................................... 2 LIST OF TABLES ........................................................................................................................ 7 LIST OF FIGURES ....................................................................................................................... 9 LIST OF APPENDICIES ............................................................................................................ 12 1.0 Executive Summary......................................................................................................... 17 Description -
Managing the Water Resources of the Oswego River Basin in Central New York
Managing the Water Resources of the Oswego River Basin in Central New York INTRODUCTION PHYSIOGRAPHY OF THE geographic area that plays a vital role OSWEGO RIVER BASIN in the flow regime of the Basin is The Oswego River Basin in the Clyde/Seneca River and Oneida The Oswego River Basin has Lake Troughs, two belts of lowlands central New York State contains a an area of 5,100 square miles running west-to-east through which diverse system of streams, lakes, and encompasses three physiographic the Barge Canal flows. The troughs and canals. Water flows from upland provinces — the Appalachian Plateau, are key to understanding the Oswego the Tug Hill Plateau, and the Lake streams to the Finger Lakes, then River Basin flow system — its natural Ontario Plain (fig. 2). An additional and human-altered “plumbing”. to low-gradient rivers, which are part of the New York State Barge 77° 76° Canal, and ultimately to Lake Ontario (fig. 1). Although natural LAKE ONTARIO OSWEGO 8 and man-made components of this 7 6 5 OSWEGO RIVER 3 hydrologic system are known, how 2 A ONEID Oneida Lake 1RIVER ROME the system functions and how the ROCHESTER 21 Cross 23 24 22 components interact are not CLYDE RIVER Lake LOCK 30 29 SENECA 28A 27 26 Onondaga 43° RIVER SYRACUSE completely understood. This Fact 28B 25 Lake Sheet is a result of a shared interest CS1 Skaneateles Conesus Canandaigua CS4 CS2&3 Lake Otisco Lake Lake GENEVA AUBURN Lake on the part of U.S. Geological Honeoye Lake Seneca Lake Survey (USGS) and Finger Hemlock Owasco Canadice Lake Lake Lakes-Lake Ontario Watershed Lake Keuka Lake Cayuga Protection Alliance (FL-LOWPA) in OSWEGO Lake ITHACA RIVER WATKINS BASIN facilitating public understanding GLEN NEW and discussion of the complex YORK Oswego River Basin and its water- EXPLANATION resource-management issues.