Geological Report on the Skytop Road Cuts, Pennsylvania State
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326-97 Lab Final S.D
Geol 326-97 Name: KEY 5/6/97 Class Ave = 101 / 150 Geol 326-97 Lab Final s.d. = 24 This lab final exam is worth 150 points of your total grade. Each lettered question is worth 15 points. Read through it all first to find out what you need to do. List all of your answers on these pages and attach any constructions, tracing paper overlays, etc. Put your name on all pages. 1. One way to analyze brittle faults is to calculate and plot the infinitesimal shortening and extension directions on a lower hemisphere, stereographic projection. These principal axes lie in the “movement plane”, which contains the pole to the fault plane and the slickensides, and are at 45° to the pole. The following questions apply to a single fault described in part (a), below: (a) A fault has a strike and dip of 250, 57 N and the slickensides have a rake of 63°, measured from the given strike azimuth. Plot the orientations of the fault plane and the slickensides on an equal area projection. (b) Bedding in the vicinity of the fault is oriented 37, 42 E. Assuming that the fault formed when the bedding was horizontal, determine and plot the original geometry of the fault and the slickensides. (c) Determine the original (pre-rotation)orientation of the infinitesimal shortening and extension axes for fault. 2. All of the following questions apply to the map shown on the next page. In all of the rocks with cleavage, you may assume that both cleavage and bedding strike 024°. -
Tobacco Settlement Report: FY 2017-18
THE TOBACCO SETTLEMENT ANNUAL REPORT TO THE GENERAL ASSEMBLY JULY 1, 2017 – JUNE 30, 2018 Tom Wolf Teresa D. Miller Governor Secretary of Human Services THE TOBACCO SETTLEMENT ANNUAL REPORT TO THE GENERAL ASSEMBLY JULY 1, 2017 – June 30, 2018 Page Executive Summary 3 Uncompensated Care for Hospitals (2017-2018) 4 Attachment 1 – Hospitals eligible for tobacco payment 7 Attachment 2 – Hospitals qualified to receive UC payments 12 Attachment 3 – Hospitals qualified to receive EE payments 16 Attachment 4 – Hospitals affiliations for tobacco payments 19 Attachment 5 – Hospitals with potential DSH-UPL issues 24 Attachment 6 – Total expenditures for each fiscal year 25 Attachment 7 – Uncompensated care (UC) payment method 28 Home and Community-Based Services to Older Pennsylvanians 30 Chart 1 - Aging Waiver Allocation Direct Service Costs 31 Table 1 - Summary of the Aging Waiver 32 Table 2 - Number of Applicants 33 Table 3 - Funded Individuals (Aging Waiver Program) 35 Table 4 - Total Expenditure by PSA 37 Table 5 - Aging Waiver Costs, Number of Claims and Consumers by Service Category for Fiscal Year 2017-2018 39 Table 6 - Costs, Number of Claims and Number of Unduplicated Consumers by Service Category for FY 2017-2018 40 Table 7 - Average State and Federal Costs per Individual 40 Medical Assistance for Workers with Disabilities (MAWD) 41 2 EXECUTIVE SUMMARY The Commonwealth of Pennsylvania joined 45 other states in November 1998 in a master settlement agreement (MSA) with the tobacco industry, estimated to total $206 billion over the first 25 years. Pennsylvania’s share was estimated to be about $11 billion between the years 2000 and 2025. -
Introduction
INTRODUCTION The Transportation Element of the Centre Planning Agency (CRPA), and the County Comprehensive Plan is an Susquehanna Economic Development assessment of the transportation facilities in Association Council of Governments the County. These facilities include not just (SEDA-COG). These organizations work the road network, but all forms of alongside the Pennsylvania Department of transportation including transit, rail, airports Transportation (PENNDOT) to identify and and bike and pedestrian facilities. It is prioritize transportation improvement important to consider the transportation projects in Centre County. network as an integrated multi-modal system. The existing conditions of the TRANSPORTATION GOAL AND transportation network are described in this OBJECTIVES initial section of the Transportation Element The goal of the Transportation Element is: (Part 1). The Transportation Element will be “To provide a multi-modal transportation completed in the future after completion of system, which includes air, bicycle, the Travel Demand Model Analysis and highway, pedestrian, public transportation, Long Range Transportation Plan for Centre and rail facilities to maximize the efficient, County. safe, economical and convenient movement of people and goods while minimizing the Significant growth of residential, office and adverse impact the system will have on industrial development has occurred in the natural and cultural resources, as well as County – especially in the Centre Region people.” area where Penn State University has served as a magnet for development. This ROAD NETWORK growth is forecasted to continue. As a Pennsylvania is in a strategic position with result, the need to identify transportation important interstate roadways traversing the facilities that will accommodate this growth state and serving national and international is a key part of the comprehensive planning trade routes. -
Chapter Title
Centre County Demographics and Travel Patterns The purpose of this chapter is to describe Centre County in terms of demographics, major and minor trip generators, planning and zoning, and travel patterns. This information, when considered relative to the inventory of available transportation modes in Centre County, helps to identify specific areas that present the greatest need for transportation improvements. The large land area of Centre County (almost 1,100 square miles), and the County’s mountain ridges and valleys impact the physical layout of transportation infrastructure. Demographic indicators must also be considered within the context of these geographic attributes. Within this chapter, socioeconomic data at the census tract level from the 2010 US Census, 2009-13 American Community Survey (ACS), and the information from Chamber of Business and Industry of Centre County (CBICC) is presented relative to the following categories: • Population and Density • Vehicle Availability • Income and Poverty • Labor Force and Unemployment • Public Assistance and SSI Income • Educational Attainment • Distribution of Jobs • Distribution of Age 65 and Older Population and Social Security Income • Distribution of Disabled Population • Housing Figure 2, which is a map of census tracts within Centre County, is presented on the following page. Centre County Long Range Transportation Plan 2044 Page II- 1 Centre County Demographics & Travel Patterns Figure 2 A map of Centre County planning regions is presented on the following page as Figure 3. Planning -
Skempton's Poroelastic Relaxation
Datashare 129 Skempton’s poroelastic relaxation: The mechanism that accounts for the distribution of pore pressure and exhumation-related fractures in black shale of the Appalachian Basin Terry Engelder and Rose-Anna Behr AAPG Bulletin, v. 105, no. 4 (April 2021), pp. 669–694 Copyright ©2021. The American Association of Petroleum Geologists. All rights reserved. EXPLANATIONS FOR TABLE 2: In an expansion of work by Sheldon (1912) on COMPARATIVE TERMINOLOGIES FROM the Appalachian Plateau, east-northeast fractures were SELECTED JOINT STUDIES IN THE mapped across a region large enough to sample rocks APPALACHIAN BASIN through a 20° swing of the Appalachian oroclinal bend (Parker, 1942). Parker (1942) relabeled the strike fi The rst depictions of Appalachian Basin fractures joints in Sheldon (1912) as set III (accompanying paper were in wood block prints by Sarah Hall as they appear Table 2 and in this Datashare). This was necessary ’ in her husband s paper from the geological survey of because the azimuth of these set III joints (i.e., the east- the fourth district of New York (Hall, 1843). A print northeast set) did not follow around the oroclinal of Taughannock Falls cascading over the Geneseo bend as defined by fold axes. Parker (1942, p. 406) black shale a few kilometers north of Ithaca, New York, writes, “Their different character and constant strike shows two major joint sets that are not quite orthogonal. over the whole region point definitely to an indepen- The artist even captured a hint of lithological control dent origin, perhaps simultaneous or perhaps much of the black shale on joint development. -
The Comprehensive Plan Background Studies for the US 220/Future I-99
TThhee CCoommpprreehheennssiivvee PPllaann BBaacckkggrroouunndd SSttuuddiieess ffoorr tthhee UUSS 222200//FFuuttuurree II--9999 PPllaannnniinngg AArreeaa Jersey Shore Borough, Piatt Township, Porter Township, Woodward Township Lycoming County, PA Technical Background Studies No. 1 – Community Development Profile Introduction The development of an effective comprehensive plan requires an understanding of the issues and trends that impact a community’s ability to sustain a “good quality of life” for its residents. During the early stages of plan development, coordination has been undertaken with many individuals and organizations in order to develop an understanding of what are perceived to be important issues that will impact the community and its development and growth in the future. This Community Development Profile summarizes where the community has been, where it is today, and where it may be going in the future based on known data sources. It includes past trend information (historic), current trend information (today), and projections (future), where appropriate and available from existing data sources. Key Community Development Issues Through consultation with the Planning Advisory Team (PAT) and interviews with key persons within the planning area and throughout the county, the important issues that could potentially impact the community in terms of social and economic conditions were identified. While many of the issues of importance relate to the county or region as shown in the adjacent highlight box, there were several issues noted by the I-99 Planning Advisory Team as being of particular importance within this I-99 planning area: þ Exodus of Younger Generation with Increasing Elderly Population – This is a concern because as an area ages the social fabric of the community becomes less stable. -
Pacific Petroleum Eology
Pacific Petroleum Geology NEWSLETTER Pacific Section • American Association of Petroleum Geologists September & October• 2010 School of Rock Ridge Basin CONTENTS 2010-2011 OFF I C E RS EV E RY ISSU E President Cynthia Huggins 661.665.5074 [email protected] 4 Message from the President • C. Huggins President-Elect John Minch 805.898.9200 6 Editor’s Corner • E. Washburn [email protected] Vice President Jeff Gartland 7 PS-AAPG News 661.869.8204 [email protected] 13 Publications Secretary Tony Reid 661.412.5467 17 Member Society News [email protected] Treasurer 2009-2011 Cheryl Blume TH I S ISSU E 661.864.4722 [email protected] 8 Sharktooth Hill Fossil Fund • K. Hancharick Treasurer 2010-2012 Jana McIntyre 661.869.8231 [email protected] 10 AAPG Young Professionals • J. Allen Past President Scott Hector 11 Serpentine: The Rest of the Story • Mel 707.974.6402 [email protected] Erskine Editor-in-Chief Ed Washburn 661.654.7182 [email protected] ST AFF Web Master Bob Countryman 661.589.8580 [email protected] Membership Chair Brian Church 661.654.7863 [email protected] Publications Chair Larry Knauer 661.392.2471 [email protected] [email protected] Advisory Council Representative Kurt Neher 661.412.5203 [email protected] Cover photo of Ridge Basin outcrop courtesy Jonathan Allen Page 3 Pacific Petroleum Geologist Newsletter September & October • 2010 MESSAGE FRO M THE PRESIDENT CYNTHIA HUGGINS Do you know what Marilyn Bachman, Mike Fillipow, Peggy Lubchenco, and Jane Justus Frazier have in common? They were all recipients of the Teacher of the Year Award from AAPG, and they all came from the Pacific Section! Of the 13 recipients of this award, four have been from PSAAPG. -
Chapter 01.Pdf
Mathematical Background in Aircraft Structural Mechanics CHAPTER 1. Linear Elasticity SangJoon Shin School of Mechanical and Aerospace Engineering Seoul National University Active Aeroelasticityand Rotorcraft Lab. Basic equation of Linear Elasticity Structural analysis … evaluation of deformations and stresses arising within a solid object under the action of applied loads - if time is not explicitly considered as an independent variable → the analysis is said to be static → otherwise, structural dynamic analysis or structural dynamics Small deformation Under the assumption of { Linearly elastic material behavior - Three dimensional formulation → a set of 15 linear 1st order PDE involving displacement field (3 components) { stress field (6 components) strain field (6 components) plane stress problem → simpler, 2-D formulations { plane strain problem For most situations, not possible to develop analytical solutions → analysis of structural components … bars, beams, plates, shells 1-2 Active Aeroelasticity and Rotorcraft Lab., Seoul National University 1.1 The concept of Stress 1.1.1 The state of stress at a point State of stress in a solid body… measure of intensity of forces acting within the solid - distribution of forces and moments appearing on the surface of the cut … equipollent force F , and couple M - Newton’s 3rd law → a force and couple of equal magnitudes and opposite directions acting on the two forces created by the cut Fig. 1.1 A solid body cut by a plane to isolate a free body 1-3 Active Aeroelasticity and Rotorcraft -
Stratigraphic Framework of Cambrian and Ordovician Rocks in The
Stratigraphic Framework of Cambrian and Ordovician Rocks in the Central Appalachian Basin from Medina County, Ohio, through Southwestern and South-Central Pennsylvania to Hampshire County, West Virginia U.S. GEOLOGICAL SURVEY BULLETIN 1839-K Chapter K Stratigraphic Framework of Cambrian and Ordovician Rocks in the Central Appalachian Basin from Medina County, Ohio, through Southwestern and South-Central Pennsylvania to Hampshire County, West Virginia By ROBERT T. RYDER, ANITA G. HARRIS, and JOHN E. REPETSKI Stratigraphic framework of the Cambrian and Ordovician sequence in part of the central Appalachian basin and the structure of underlying block-faulted basement rocks U.S. GEOLOGICAL SURVEY BULLETIN 1839 EVOLUTION OF SEDIMENTARY BASINS-APPALACHIAN BASIN U.S. DEPARTMENT OF THE INTERIOR MANUEL LUJAN, Jr., Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, 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. Government UNITED STATES GOVERNMENT PRINTING OFFICE: 1992 For sale by Book and Open-File Report Sales U.S. Geological Survey Federal Center, Box 25286 Denver, CO 80225 Library of Congress Cataloging in Publication Data Ryder, Robert T. Stratigraphic framework of Cambrian and Ordovician rocks in the central Appalachian Basin from Medina County, Ohio, through southwestern and south-central Pennsylvania to Hampshire County, West Virginia / by Robert T. Ryder, Anita C. Harris, and John E. Repetski. p. cm. (Evolution of sedimentary basins Appalachian Basin ; ch. K) (U.S. Geological Survey bulletin ; 1839-K) Includes bibliographical references. Supt. of Docs, no.: I 19.3:1839-K 1. Geology, Stratigraphic Cambrian. -
View of Valley and Ridge Structures from ?:R Stop IX
GIJIDEBOOJ< TECTONICS AND. CAMBRIAN·ORDO'IICIAN STRATIGRAPHY CENTRAL APPALACHIANS OF PENNSYLVANIA. Pifftbutgh Geological Society with the Appalachian Geological Society Septembet, 1963 TECTONICS AND CAMBRIAN -ORDOVICIAN STRATIGRAPHY in the CENTRAL APPALACHIANS OF PENNSYLVANIA FIELD CONFERENCE SPONSORS Pittsburgh Geological Society Appalachian Geological Society September 19, 20, 21, 1963 CONTENTS Page Introduction 1 Acknowledgments 2 Cambro-Ordovician Stratigraphy of Central and South-Central 3 Pennsylvania by W. R. Wagner Fold Patterns and Continuous Deformation Mechanisms of the 13 Central Pennsylvania Folded Appalachians by R. P. Nickelsen Road Log 1st day: Bedford to State College 31 2nd day: State College to Hagerstown 65 3rd day: Hagerstown to Bedford 11.5 ILLUSTRATIONS Page Wagner paper: Figure 1. Stratigraphic cross-section of Upper-Cambrian 4 in central and south-central Pennsylvania Figure 2. Stratigraphic section of St.Paul-Beekmantown 6 rocks in central Pennsylvania and nearby Maryland Nickelsen paper: Figure 1. Geologic map of Pennsylvania 15 Figure 2. Structural lithic units and Size-Orders of folds 18 in central Pennsylvania Figure 3. Camera lucida sketches of cleavage and folds 23 Figure 4. Schematic drawing of rotational movements in 27 flexure folds Road Log: Figure 1. Route of Field Trip 30 Figure 2. Stratigraphic column for route of Field Trip 34 Figure 3. Cross-section of Martin, Miller and Rankey wells- 41 Stops I and II Figure 4. Map and cross-sections in sinking Valley area- 55 Stop III Figure 5. Panorama view of Valley and Ridge structures from ?:r Stop IX Figure 6. Camera lucida sketch of sedimentary features in ?6 contorted shale - Stop X Figure 7- Cleavage and bedding relationship at Stop XI ?9 Figure 8. -
University of Michigan University Library
CONTRIBUTIONS FROM THE MUSEUM OF PALEONTOLOGY , THE UNIVERSITY OF MICHIGAN VOL. XWI, No. 11, pp. 241-263 (2 pk., 5 figs.) OCTOBER9, 1962 A MISSISSIPPIAN FLORA FROM NORTHEASTERN UTAH AND ITS FAUNAL AND STRATIGRAPHIC RELATIONS BY CHESTER A. ARNOLD and WALTER SADLICK Published with aid from the Edward Pulteney Wright and Jean Davies Wright Expendable Trust Fund MUSEUM OF PfiEONTOLOGY THE UNIVERSITY OF MICHIGAN ANN ARBOR CONTRIBUTIONS FROM THE MUSEUM OF PALEONTOLOGY Director: LEWISB. KELLUM The series of contributions from the Museum of Paleontology is a medium for the publication of papers based chiefly upon the collection in the Museum. When the number of pages issued is sufficient to make a volume, a title page and a table of contents will be sent to libraries on the mailing list, and to individuals upon request. A list of the separate papers may also be obtained. Correspondence should be directed to the Museum of Paleontology, The University of Michigan, Ann Arbor, Michigan. VOLS.11-XV. Parts of volumes may be obtained if available. VOLUMEXVI 1. Two Late Pleistocene Faunas from Southwestern Kansas, by Claude W. Hibbard and Dwight W. Taylor. Pages 1-223, with 16 plates. 2. North American Genera of the Devonian Rugose Coral Family Digonophylli- dae, by Erwin C. Stumm. Pages 225-243, with 6 plates. 3. Notes on Jaekelocystis hartleyi and Pseudocrinjtes gordoni, two Rhombi- feran Cystoids Described by Charles Schuchert in 1903, by Robert V. Kesling. Pages 245-273, with 8 plates. 4. Corals of the Traverse Group of Michigan. Part VI, Cladopora, Striatopora, and Thamnopora, by Erwin C. -
Lock Haven PA Water Street Historic District
Lock Haven PA Water Street Historic District The Water Street Historic District was listed on the National Register of Historic Places in 1973. Portions of the text below were adapted from a copy of the original nomination document. [ †] The lands between the West Branch of the Susquehanna River and the Bald Eagle Creek being especially desirable, due to their fertility and location, attracted those seeking frontier homes, and by 1800 there developed quite a prosperous settlement on the site of the present Lock Haven. Commercial lumbering was started about the time of the completion of the canal (1834). This industry grew in importance throughout the rest of the century. Most of the historic structures in this district remain on their original sites and are well-preserved. The most significant buildings are: The L. A. Mackey House, 1854, is a Federal-Tuscan Transitional, two-story, Flemish bond brick dwelling with the main section measuring 44.5' by 39.5'. The symmetric facade has five windows across the front, a bracketed cornice with dentils (which is carried along the sides of the building), a decorated frieze with five oblong windows, and a deeply recessed entrance with circular paneled door flanked by side lights and topped by a large rectangular space filled with a semi-circular window. This front entrance is framed with a hood supported by heavy brackets and topped with a balustraded balcony. There are twin chimneys in both gable ends of the main section of this building which is close to original and in excellent condition. The David Carskaddon Homestead, 1858, is an Italian Villa style, two-story dwelling, brick with stucco finish and constructed in the form of a Y.