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Book Technical Abstract Bulletin

Download or read book Technical Abstract Bulletin written by and published by . This book was released on 1981 with total page 204 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book National Dam Safety Program  Patterson  Brixius  Grey Creek Watershed Project  Site 1  Inventory Number NY698   Susquehanna River Basin  Broome County  New York  Phase I Inspection Report

Download or read book National Dam Safety Program Patterson Brixius Grey Creek Watershed Project Site 1 Inventory Number NY698 Susquehanna River Basin Broome County New York Phase I Inspection Report written by and published by . This book was released on 1980 with total page 101 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Site 1 Dam consists of a 1300 feet long homogeneous earth embankment with an auxiliary spillway located at the right end of the embankment in a cut section beyond the abutment of the embankment. The maximum height of the dam is 65 feet. The embankment has a crest width of 20 feet, an upstream slope of 1 vertical on 3 horizontal, and a downstream slope of 1 on 2.5. The auxiliary spillway is a vegetated earth channel, with a bottom width of 340 feet and side slopes of 1 on 3 (left slope) and 1 on 2 (right slope). The principal spillway is a rectangular concrete riser which extends above the upstream slope near the toe of slope. The riser is topped by a triangular trash rack, the sides of which form a drop inlet, which is utilized during high reservoir levels. Under low flow conditions, a rectangular low stage inlet, in the upstream face of the riser, controls the reservoir level. A 30 inch diameter reinforced concrete pipe controls the flow between the riser and the impact basin located at the toe of the dam. An 18 inch diameter pipe, with a manually operated slide gate, the controls of which are located atop the riser, serve as the reservoir drain system. The examination of documents and visual inspection of the Site 1 Dam and appurtenant structures did not reveal conditions which constitute a hazard to human life or property. The discharge capacity of the spillway is adequate for the PMF (Probable Maximum Flood).

Book Government Reports Annual Index

Download or read book Government Reports Annual Index written by and published by . This book was released on 1981 with total page 1316 pages. Available in PDF, EPUB and Kindle. Book excerpt: Sections 1-2. Keyword Index.--Section 3. Personal author index.--Section 4. Corporate author index.-- Section 5. Contract/grant number index, NTIS order/report number index 1-E.--Section 6. NTIS order/report number index F-Z.

Book Susquehanna River Basin  Patterson Brixius Grey Creek Watershed Project  Site 1  Broome County  New York  Inventory No  N Y  698

Download or read book Susquehanna River Basin Patterson Brixius Grey Creek Watershed Project Site 1 Broome County New York Inventory No N Y 698 written by United States. Army. Corps of Engineers. New York District and published by . This book was released on 1980 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Government Reports Announcements   Index

Download or read book Government Reports Announcements Index written by and published by . This book was released on 1981 with total page 1176 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book National Dam Safety Program  Patterson Brixius Grey Creek Watershed Project  Site 2  Inventory Number NY 725   Susquehanna River Basin  Broome County  New York  Phase I Inspection Report

Download or read book National Dam Safety Program Patterson Brixius Grey Creek Watershed Project Site 2 Inventory Number NY 725 Susquehanna River Basin Broome County New York Phase I Inspection Report written by George Koch and published by . This book was released on 1980 with total page 108 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is located on Brixius Creek, a tributary of the Susquehanna River, approximately 1/2 mile north of Union, NY. The examination of documents and visual inspection of the Site 2 Dam and appurtenant structures did not reveal conditions which constitute a hazard to human life or property. The discharge capacity of the spillways is adequate for the PMF (Probable Maximum Flood). However the following remedial actions must be completed within 1 year from notification to the owner: (1) Eliminate the pedestrian traffic on the embankment and auxiliary spillway, backfill all depressions and reseed these areas; (2) repair the depressions on the upstream slope in the vicinity of the riser and beyond the downstream toe of the dam; (3) Remove the parking area from the auxiliary spillway channel and reseed the affected area; (4) Remove the vegetation from the inlet and outlet of the auxiliary spillway, and the downstream channel; (5) Investigate the conditions of the reservoir drain and restore to operational status, if required; (6) Repair the erosion or the Taft Road embankment and clean out the sediment within the 6 feet diameter highway culvert; and (7) provide a program of periodic inspection and maintenance of the dam and appurtenances, including yearly operation and lubrication of the reservoir drain system.

Book National Dam Safety Program  Nanticoke Creek Watershed Project Site Number 8  Inventory Number NY 573   Susquehanna River Basin  Broome County  New York  Phase 1 Inspection Report

Download or read book National Dam Safety Program Nanticoke Creek Watershed Project Site Number 8 Inventory Number NY 573 Susquehanna River Basin Broome County New York Phase 1 Inspection Report written by George Koch and published by . This book was released on 1979 with total page 74 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Nanticoke Creek Watershed Protection Project Dam Site No. 8 was found to have no conditions which would render the dam unsafe. Minor maintenance actions were recommended. (Author).

Book National Dam Safety Program  Nanticoke Creek Watershed Project Floodwater Retarding Dam Site 9 C  Inventory Number N Y  628   Susquehanna River Basin  Broome County  New York  Phase I Inspection Report

Download or read book National Dam Safety Program Nanticoke Creek Watershed Project Floodwater Retarding Dam Site 9 C Inventory Number N Y 628 Susquehanna River Basin Broome County New York Phase I Inspection Report written by Lawrence D. Andersen and published by . This book was released on 1981 with total page 81 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Based on the evaluation of the existing conditions, the condition of the Nanticoke Creek Watershed Project - Floodwater Retarding Dam Site 9-C is considered to be good. The examination of documents and visual observations did not reveal conditions which consitute a hazard to human life or property. The spillway capacity was evaluated according to the recommended procedure and was found to pass the required spillway design flood of 100 percent of the Probable Maximum Flood (PMF). Therefore, the spillway capacity is rated to be adequate. (Author).

Book Attitude Determination of a Spinning and Tumbling Rocket Using Data from Two Orthogonal Magnetometers

Download or read book Attitude Determination of a Spinning and Tumbling Rocket Using Data from Two Orthogonal Magnetometers written by Shu T. Lai and published by . This book was released on 1981 with total page 42 pages. Available in PDF, EPUB and Kindle. Book excerpt: This technical note reports on the attitude determination of Air Force Rocket No. A31.603 on which an ion emission experiment was performed. Two orthogonal magnetometers, one facing forward along the rocket spin axis and the other facing sideways, provide magnetic field component data. The bias-offset and scaling (signal conversion) factor are not given, but can be determined in a sinusoidal approximation. The algorithm used for generating magnetic pitch angles is discussed and an error analysis is provided. In a local vertical coordinate system, two sets of elevation angles are found for the tumbling rocket, and the set that satisfies an initial condition exactly is the correct one. The deviation of the rocket tumbling plane from the vertical plane can be determined at the times of closest encounter of the magnetic field vector and rocket vector. The deviation at all times can be approximately determined by sinusoidal curve fitting with tumbling frequency. The angles between the rocket vector and moonlight vector during the instants of moonviews at the onboard camera are also calculated. (Author).

Book Everyday Pornography

Download or read book Everyday Pornography written by Karen Boyle and published by Routledge. This book was released on 2010-09-13 with total page 495 pages. Available in PDF, EPUB and Kindle. Book excerpt: Public and academic debate about ‘porn culture’ is proliferating. Ironically, what is often lost in these debates is a sense of what is specific about pornography. By focusing on pornography’s mainstream – contemporary commercial products for a heterosexual male audience – Everyday Pornography offers the opportunity to reconsider what it is that makes pornography a specific form of industrial practice and genre of representation. Everyday Pornography presents original work from scholars from a range of academic disciplines (Media Studies, Law, Sociology, Psychology, Women’s Studies, Political Science), introducing new methodologies and approaches whilst reflecting on the ongoing value of older approaches. Among the topics explored are: the porn industry’s marketing practices (spam emails, reviews) and online organisation commercial sex in Second Life the pornographic narratives of phone sex and amateur videos the content of best-selling porn videos how the male consumer is addressed by pornography, represented within the mainstream, understood by academics and contained by legislation. This collection places a particular emphasis on anti-pornography feminism, a movement which has been experiencing a revival since the mid-2000s. Drawing on the experiences of activists alongside academics, Everyday Pornography offers an opportunity to explore the intellectual and political challenges of anti-pornography feminism and consider its relevance for contemporary academic debate.

Book National Dam Safety Program  Finch Hollow Watershed Project Site 2  Inventory Number 719  Susquehanna River Basin  Broome County  New York  Phase I Inspection Report

Download or read book National Dam Safety Program Finch Hollow Watershed Project Site 2 Inventory Number 719 Susquehanna River Basin Broome County New York Phase I Inspection Report written by George Koch and published by . This book was released on 1980 with total page 88 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. The examination of documents and visual inspection of the Finch Hollow Site 2 Dam did not reveal conditions which constitute a hazard to human life or property. The total discharge capacity of the spillways is adequate to impound and safely discharge the floodwaters resulting from the Probable Maximum Flood (PMF). Several minor deficiencies were noted on this structure. Among these deficiencies were a small depression on the upstream slope near the riser, ponding of water in the bottom of the auxiliary spillway channel, and a substantial accumulation of debris around the intake of the principal spillway riser. These deficiencies should be corrected within 6 months of the date of notification of the owner. In addition, an emergency action plan for notification of downstream residents should be developed within 6 months. (Author).

Book National Dam Safety Program  Nanticoke Creek Watershed Project Floodwater Retarding Dam Site 7 B  Inventory Number N Y  605   Susquehanna River Basin  Tioga County  New York  Phase I Inspection Report

Download or read book National Dam Safety Program Nanticoke Creek Watershed Project Floodwater Retarding Dam Site 7 B Inventory Number N Y 605 Susquehanna River Basin Tioga County New York Phase I Inspection Report written by Lawrence D. Andersen and published by . This book was released on 1981 with total page 80 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Based on the evaluation of the existing conditions, the condition of the Nanticoke Creek Watershed Project-Floodwater Retarding Dam Site 7-B is considered to be good. The examination of documents and visual observations did not reveal conditions which constitute a hazard to human life or property. The spillway capacity was evaluated according to the recommended procedure and was found to pass the required spillway design flood of 100 percent of the Probable Maximum Flood (PMF). Therefore, the spillway capacity is rated as adequate. (Author).

Book National Dam Safety Program  Clark s Creek Watershed Project Site I  I D  Number NY 718  Number 106B 4076  Susquehanna River Basin  Chenango County  New York  Phase I Inspection Report

Download or read book National Dam Safety Program Clark s Creek Watershed Project Site I I D Number NY 718 Number 106B 4076 Susquehanna River Basin Chenango County New York Phase I Inspection Report written by George Koch and published by . This book was released on 1980 with total page 88 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Clark's Creek Watershed Project Site I dam consists of an earth dam with a service spillway pipe passing through the embankment and an excavated auxiliary spillway passing around the eastern end of the dam. The dam consists of a compacted earth embankment which is 46 feet high, has a crest length of 1250 feet and a crest width of 16 feet. The upstream slope is 1 vertical on 3 horizontal with a 10 foot wide berm near the base of the slope. The downstream slope is 1 vertical on 2.5 horizontal. The crest and exposed slopes are covered with grass and crownvetch. An earth cutoff trench of varying depth and width keys the embankment into the foundation soils. The examination of documents and visual inspection of the Clark's Creek Site 1 Dam did not reveal conditions which constitute a hazard to human life or property. The total discharge capacity of the spillways is adequate to impound and safely discharge the floodwaters resulting from the Probable Maximum Flood (PMF).

Book National Dam Safety Program  Little Choconut Watershed Site 2A Dam  Inventory Number NY 720   Susquehanna River Basin  Broome County  New York  Phase I Inspection Report

Download or read book National Dam Safety Program Little Choconut Watershed Site 2A Dam Inventory Number NY 720 Susquehanna River Basin Broome County New York Phase I Inspection Report written by Hugh C. Flaherty and published by . This book was released on 1981 with total page 175 pages. Available in PDF, EPUB and Kindle. Book excerpt: Little Choconut Watershed Site 2A Dam is one of eight floodwater retarding dams in the Little Choconut, Finch Hollow, and Trout Brook watersheds designed to reduce floodwater damages. The dam embankment is approximately 530 feet long, 33 feet high and has an upstream slope of 3 horizontal to 1 vertical and a downstream slope of 2.5 to 1. The principal spillway is a drop inlet structure consisting of a single stage reinforced concrete riser, a 24 inch diameter prestressed concrete cylinder pipe and a channel excavated into bedrock at the outlet of the conduit. The emergency spillway is a curved 80 foot wide channel with 3 to 1 side slopes cut into earth at the left abutment. Hydrologic/hydraulic analyses performed in accordance with the Corps of Engineers' Recommended Guidelines for Safety Inspection of Dams indicate that the principal spillway and the emergency spillway would pass 100 percent of the outflow from the Probable Maximum Flood (PMF) without overtopping the dam. Therefore, the combined spillway capacity is adjudged to be adequate.

Book National Dam Safety Program  Little Choconut Watershed Site 2B Dam  Inventory Number 721   Susquehanna River Basin  Broome County  New York  Phase I Inspection Report

Download or read book National Dam Safety Program Little Choconut Watershed Site 2B Dam Inventory Number 721 Susquehanna River Basin Broome County New York Phase I Inspection Report written by Hugh C. Flaherty and published by . This book was released on 1981 with total page 188 pages. Available in PDF, EPUB and Kindle. Book excerpt: Little Choconut Watershed Site 2B Dam is one of eight floodwater retarding dams in the Little Choconut, Finch Hollow, and Trout Brook watersheds designed to reduce floodwater damages. The dam embankment is approximately 790 feet long angling slightly downstream, 56 feet high and has an upstream slope of 3 horizontal to 1 vertical and a downstream slope of 2.5 to 1. The principal spillway is a drop inlet structure consisting of a single stage reinforced concrete riser, a 30 inch diameter prestressed concrete cylinder pipe and a reinforced concrete impact basin. The emergency spillway is a 380 foot long by 55 foot wide channel cut into rock at the right abutment. Hydrologic/hydraulic analyses performed in accordance with the Corps of Engineers' Recommended Guidelines for Safety Inspection of Dams indicate that the principal spillway and the emergency spillway would pass 100 percent of the outflow from the Probable Maximum Flood (PMF) without overtopping the dam. Therefore, the combined spillway capacity is adjudged to be adequate.

Book Susquehanna River Basin  Little Choconut Watershed Site 2B Dam  Broome County  New York  Inventory No  N Y  721

Download or read book Susquehanna River Basin Little Choconut Watershed Site 2B Dam Broome County New York Inventory No N Y 721 written by United States. Army. Corps of Engineers. New York District and published by . This book was released on 1981 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book National Dam Safety Program  Stump Pond Dam  Inventory Number N Y  746   Susquehanna River Basin  Cortland County  New York  Phase I Inspection Report

Download or read book National Dam Safety Program Stump Pond Dam Inventory Number N Y 746 Susquehanna River Basin Cortland County New York Phase I Inspection Report written by George Koch and published by . This book was released on 1981 with total page 67 pages. Available in PDF, EPUB and Kindle. Book excerpt: Visual inspection of this dam and engineering analyses revealed that the poor condition of the dam creates a hazard to human life and property. As a result of these determinations, the dam has been assessed as unsafe, non-emergency. One of the spillway sections has failed completely, creating a large void in the dam. The other spillway channel is in poor condition, having cracks in the concrete and several small voids. The earth fill upstream of the dam completely blocks the failed spillway section and partially blocks the other section. Due to the serious nature of the deficiencies, it is recommended that within 30 days of the notification to the owner that the dam has been assessed as unsafe, repair work on the structural deficiencies should be commenced. These repairs should be completed within 3 months. Within 3 months of the notification of the owner, a detailed hydrologic/hydraulic investigation should be commenced. This investigation should accurately define the site specific characteristics of the watershed and determine appropriate mitigating measures to be taken in response to the seriously inadequate spillway capacity. These measures should be completed within 1 year of the date of notification.