Accessibility and Cost Surfaces in the Boundary Waters Canoe Area, Minnesota

Size: px
Start display at page:

Download "Accessibility and Cost Surfaces in the Boundary Waters Canoe Area, Minnesota"

Transcription

1 Accessibility and Cost Surfaces in the Boundary Waters Canoe Area, Minnesota Caroline Rose, Chandler Sterling, Chase Christopherson, Matthew Smith Geography 578 May 13, 2011

2 Table of Contents Capstone 2 Introduction. 2 Conceptualization 3 Implementation 5 Results.. 8 Discussion.. 9 Conclusion References Figures 13 Appendix A: Metadata 18 Appendix B: Programming. 22 1

3 Capstone Statement Analyze the accessibility for canoeing in the Boundary Waters Canoe Area Wilderness. This assessment could aid canoe trip leaders in planning for travel and emergency evacuation. The Boundary Waters Canoe Area Introduction (Figure 1) The Boundary Waters Canoe Area Wilderness (BWCAW) is located in northeastern Minnesota on the Canadian border (Figure 1). The BWCAW is nearly 1.3 million acres in size with over 1,000 lakes and streams, over 1,500 miles of navigable canoe routes, and over 2,000 designated campsites for canoeists. To traverse the BWCAW one must navigate its elaborate network of lakes, streams, and portages. Dan Pauly, an expert on the BWCAW, defines portaging as an overland trail connecting two bodies of water (56). To get from one lake to another one must cross a portage, carrying all gear and canoes across the length of the trail. All portages are not equal; they vary in length, width, slope, maintenance regime, and trail and 2

4 landing condition. The accessibility of areas within the BWCAW depends on the distance from the entry point and difficulty of each traversable portage. Why Accessibility within the BWCAW? Every year thousands of individuals set off to explore remote areas within our country s National Parks and Wilderness systems. The BWCAW sees over 250,000 people annually navigate through more than one million acres of remote wilderness, making it the most used area within the National Wilderness Preservation System (NWPS). The high volume of visitors contains people with various degrees of wilderness experience, and it is important that people choose routes and trips that appropriately reflect their ability. Through this project we visualized relative accessibility by canoe throughout the BWCAW from entry points to remote locations. Conceptualization The goal of this project was to visualize accessibility from entry points throughout the BWCAW. The key concept employed in our project is accessibility from entry points. The project utilized 59 entry points, where non-motorized craft can officially enter the BWCAW. The extent of the project was the network of streams, lakes, and portages accessed by canoe and on foot. A portage is an over-land trail that connects two bodies of water; in the BWCAW, portages connect to both lakes and streams. We used a cost distance analysis to derive accessibility. A cost distance analysis uses the cost or impedance to traverse each cell as a distance unit (Chang, 234). We defined high accessibility as a low cost distance, where cost distance is a total cost accumulated, beginning at a source point, through travel over bodies of water (lakes and streams) and portages. 3

5 Variables The variables used to analyze accessibility were cost and distance. Cost values were assigned to each cell in a grid, representing the difficulty of traversing that cell. A cost distance surface was created by examination of the network of most efficient possible routes within the BWCAW beginning at entry points, traversing lakes and portages, and avoiding barriers to travel. Utilizing the variables cost [difficulty] and distance, we were able to visualize accessibility from entry points to all locations within the BWCAW. Operationalized Variables A cost distance analysis was used to determine accessibility across the Boundary Waters Canoe Area Wilderness (BWCAW) based on the least cost path from an entry point. The cost distance analysis took into account a cost surface, consisting of the cost of paddled surfaces, which are crossed by canoe, as well as portaged surfaces, which must be crossed on foot. All grid cells (lakes, streams, and portages) in the analysis received a base value of 1. Open water, which contained both streams and lakes, was considered the least difficult to traverse and was given no additional cost. Portaging was more costly than paddling as it included the unloading and loading of gear, transport of all gear by foot, and even multiple trips over the portage trail. For this reason, all portaging areas were assigned a greater difficulty than paddling areas. To reflect the greater difficulty of portaging, many portages were assigned a difficulty rating based on expert opinion; this system was extended to all portages based on length. Portage ratings had a range of This rating was divided by portage length in grid cells to assign each grid cell within a portage an equal share of the overall difficulty for that portage. Certain areas, including 4

6 shallow streams, rapids and waterfalls, posed significant barriers to travel and were assigned NoData values, excluding them from the network of travel surfaces. For the purposes of this analysis, land without portages could not be crossed and all water within the lakes and streams layers was considered paddleable. All land that was not considered a portage was assigned a No- Data value. These values were combined into a cost surface layer to guide the GIS in identifying the cost distance from the entry points to any part of the network. For a diagram of the conceptualization, see figure 2. Implementation Data Preparation The general implementation of our analysis followed figure 3. The layers used included the BWCA boundary, lakes, entry points, portages and barriers. The final output was a combination of all layers into a cost surface raster. The data layers had to be properly prepared before they were ready for the cost surface raster operation. The procedure to prepare the lakes, streams, and portages layers was repetitive. We first set the spatial reference then used the BWCAW boundary layer to clip the layers to the study area. The three layers were first clipped within the study area. Some entry points, however, existed on lakes outside of the BWCAW. The layers were then selected by location, selecting for all lakes, streams, and portages that intersect with the BWCAW boundary, to extend the study area to include the entirety of lakes partially inside and partially outside of the BWCAW boundary. After selecting for all attributes within the boundary itself, we then applied topology rules to the streams layer because many of the stream polylines ran through the lake polygons. We 5

7 erased any section of a stream that intersected a lake. Next, we rasterized the stream and lake layers to a grid cell size of 10 meters. After rasterization, we reclassified each grid cell in both the stream and lake layers to a value of 1. Reclassification was the final step in data preparation for these two layers before adding them to the cost surface. After we prepared the lakes and streams layers, we began preparation of the portage layer. We obtained the portage layer in.kml format and converted it into a shapefile using OGR2OGR (see Appendix B). Once in shapefile format, we investigated the file and noticed that the polylines of the portages did not precisely match up to the lake polygons. To remedy this issue, we used spatial adjustment (edge snapping) to match the portage polylines to the lake polygons. After snapping, errors still occurred in the portage layer because some of the polylines were within the lake polygons. They were identified using topology rules and manually adjusted to remove portage polylines that were within the lake polygons. Once we fixed the portage polylines and each portage was in its correct location, we had to assign a cost rating to each portage for addition to the cost surface raster layer. We created a list of each portage s difficulty, the lakes that the portage went to and from, and the length of the portage. We determined the difficulty of each portage based on the book Exploring the Boundary Waters by Daniel Pauly. He lists many portages within the BWCAW and gives each portage a difficulty rating from one to ten based on characteristics such as portage length, slope, muddiness, rockiness, and landing quality. We built the table of portage difficulties using these ratings and then joined the table to the existing portage attribute table. Because not all portages within our shapefile were included in the constructed portage table, difficulties of the unmatched portages were generated based on length class. We determined length class by grouping all portage lengths into 10 classes using the natural breaks classification scheme. We generated the 6

8 average difficulty of known portages in each class and then applied that value to the unmatched portages. Once each portage had its own difficulty rating, we created two rasters of the portage layer. One raster layer was rasterized by difficulty rating and the other was rasterized by shape length. We then performed raster calculation to derive the final value for each grid cell within the portage layer. The raster based on difficulty rating was divided by the raster based on length to give each grid cell its appropriate cost rating, distributing the difficulty of each portage among all of its grid cells. With this final step, the portage layer was ready to be added to the cost surface raster. Within the BWCAW there are waterfalls, rapids, and other geographic features which are unsafe or impassible for canoeing. We did not have a shapefile of the locations of the barriers, so we investigated the portage layer for suspected barrier locations. For each portage that appeared to avoid a stream, a square polygon was placed there as a barrier. Barriers were rasterized and assigned a NoData value, effectively deleting a section of water, to force the cost raster to seek a different route (i.e., to take the nearest portage instead of paddling). The barriers layer was created to model the travel surface more realistically under the assumption that portages are created to bypass some hazard or barrier to paddling. The entry points layer was also obtained in.kml format. We used OGR2OGR to convert it to a shapefile (see Appendix B). We discovered that some of the locations of the entry points were not touching the lakes or streams, which resulted in an erroneous cost surface raster excluding those points. By moving the entry points to be completely surrounded by water, then rasterizing the entry points, we successfully generated an acceptable layer of source points to be used as points of origin in the cost distance analysis. 7

9 Cost Raster Paddling surfaces, consisting of the lakes and streams, were considered the easiest to travel. Each paddling surface grid cell was given a base travel cost of 1. Portages were modeled as more difficult than paddling and received the base cost of 1 plus an additional cost based on rating. The portage ratings from Exploring the Boundary Waters, ranging from 1 to 10, were multiplied by ten, producing ratings of The new rating for each portage was divided by the total number of grid cells in that portage to find a cost value for each grid cell in each portage (See Figure 4). The length of the portage in grid cells was found by dividing the length of the portage by 10 meters, the grid cell size. The barriers layer was created over streams with known or suspected impedance to travel such as shallow water, rapids, or waterfalls. We wanted to include only travelable areas. Barriers were given a rating of No-Data to make them impassable and force the analysis to take portages and avoid non-navigable streams. Land cover that was not distinguished as a portage was given a value of No-Data. Portaging over land that covered by vegetation is very difficult; we considered this impassable and out of the scope of our project. All layers were added together using raster calculation to make a cost surface at a spatial resolution of 10 meters. Cost distance analysis was used to create the final output map. This operation calculated the least accumulative cost distance from each cell to the nearest entry point. Results Our output is a static map of cost distance throughout the study area (see fig. 5). The low value is green in color. This indicates relatively easy access. The high value is red in color and indicates relatively difficult access. The numeric values of low and high are not important; the project can only meaningfully show relative cost distance and accessibility. Cost distance values 8

10 were produced by accumulation of travel cost over each grid cell on the cost surface. The inset depicts a good example of accessibility within the network of lakes, stream, and portages. The area closest to the entry point in green as it is close and there are not many portages to cross. The output becomes green to yellow to orange moving further from the entry point. There are, however, streams that are close to the entry point and yet have a red color. This is because there are no portages connecting to these streams. The intervening land has a No Data value. To get to these areas one must travel through the network of streams, lakes and portages, accumulating travel cost over more grid cells and making it relatively more difficult to get to. The same analysis was run after increasing the portage ratings per grid cell by an order of magnitude from the original design (see fig. 6). The output produced a similar map to our initial map, highlighting the same general areas of relatively harder accessibility. When portages were reassigned to just the base value of 1, the output produced a near identical map as our original design (see fig. 7). Discussion Assumptions We must acknowledge that our model is a drastic simplification of the world. Some assumptions were inherent in our model of the study area as a raster grid: the grid takes a complex and detailed physical world and simplifies it to 10 meter blocks of homogeneous area belonging to one of a finite number of classes. The canoeist s true travel surface of marshes and shallows and of rocky, muddy, slick or steep ground has been reduced to only squares of water and portage in a vast landscape of NoData values. The model assumes that all water cells are equally easy to traverse, that each cell in a particular portage is equally difficult, and that each portage s difficulty can be reduced to a static, general rating. While many portages were given a 9

11 rating from reference material, ratings for many unlisted portages were assumed to be the average for that portage length. This led to another major assumption: that the length of each digital portage line in our model was representative of true portage length on the ground. We recognized that these lengths were very approximate, but we had no better alternative; no existing map accounts for every twist and turn of a portage trail. Water cells were assumed to be passable except where a portage provides an alternative. Many of these areas may be too shallow to travel either seasonally or in general. The barriers layer was based on the assumption that all portages exist for a good reason. A barrier was positioned to block any paddling route that would bypass a portage. While some barriers to paddling -- rapids, waterfalls and shallow, rocky streams-- are known through a group member s field experience, most were simply suspected to exist. Variable conditions were impossible to capture in our assessment. The wilderness changes hour to hour, month to month, and year to year. Forest fires come and go, blocking access while they burn and leaving a changed landscape behind. Wet and dry years mean variable water levels. Inclusion of these conditions, however, would make the analysis too casespecific. We had to assume fair weather conditions, having no way to account for three foot waves and headwinds blasting across the vast expanse of Saganaga. High winds disproportionately affect large bodies of water, where waves build up, while small or narrow areas may be sheltered; this might affect the geographic distribution of cost distance. Although difficult to measure and constantly changing, variable conditions have a great impact on wilderness travel; their exclusion is a limitation of our project. Our approach is limited; the travel surface is simplified, portage lengths (which affect weighting scheme) are very approximate, we assume the presence of barriers, and the model 10

12 offers no way to account for variable conditions. We recognize these limitations, but feel that we have done our best with the available resources. Subjectivity The greatest subjective decision in the development of our project was the cost of portage travel relative to paddling. As our results showed, this relative weighting makes little difference in the overall pattern of accessibility across the Boundary Waters. Other decisions were reinforced by our reference material. This analysis relied heavily on Daniel Pauly s book Exploring the Boundary Waters for subjective information regarding the study area. The publication supported several important decisions, including: - The exclusion of land without portages, which could, in theory, be accessed by bushwhacking; It is all but impossible to bushwhack significant distances through the dense forests of the Boundary Waters, particularly with a canoe and gear (60). - The travel cost of portage surfaces; Pauly gives many BWCA portages a difficulty ranking from 1 to 10, based on personal experience (56). - The assignment of average rating by length for unlisted portages; Some portages do not have rankings, typically because they are of average difficulty for their length (56). While we recognize that these choices might be made differently and may affect the outcome of the project, we are confident that we have made informed decisions. 11

13 Uncertainty Every layer in the project included some level of uncertainty. Portage length is uncertain as is the exact location of each portage s connection to a lake or stream. Portage ratings are uncertain as difficulty may vary with season, and portaging cost relative to paddling depends on the gear, efficiency, organization, and abilities of the specific group. The layer of water, including lakes and streams, is accurate enough for our purposes in terms of location, but its classification as paddleable is uncertain. The precise locations and often the existence of barriers are uncertain. It would take an extensive survey to quantify these uncertainties. Although they limit our analysis, we consider these ambiguities an innate characteristic of our study area. It is the nature of wilderness to be wild and uncertain; part of the adventure of wilderness travel is to face the unknown. Conclusion The goal of this project was to visualize accessibility from entry points to all areas throughout BWCAW. The map output was able to demonstrate areas of harder accessibility relative to areas of easier accessibility. Portage difficulty did not weigh into the analysis as originally predicted; it was the distance from entry points that largely drove the cost distance analysis. The output map will help in planning canoe trips for groups of all skills and abilities. Beginners will want to stay in areas of easy accessibility that are closer to entry points. This will hopefully make their first experiences in the Boundary Waters more enjoyable. It will also allow for a faster exit in case of an emergency situation. The more experienced paddlers who seek a challenge may want to push themselves to explore areas that are less accessible and relatively more difficult to get to. 12

14 References Chang, Kang-tsung. Introduction to Geographic Information Systems. New York, NY: McGraw-Hill Higher Education Pauly, Daniel. Exploring the Boundary Waters. Minneapolis, MN: University of Minnesota Press United States Forest Service (USFS). The BWCAW Act. Special Places, Superior National Forest P0os3gjAwhwtDDw9_AI8zPyhQoYAOUjMeXDfODy-HWHg-zDrx8kb4ADOBro- 3nk56bqF- RGGGSZOCoCAPi8eX8!/dl3/d3/L2dJQSEvUUt3QS9ZQnZ3LzZfMjAwMDAwMDBB ODBPSEhWTjJNMDAwMDAwMDA!/?navtype=BROWSEBYSUBJECT&cid=stelprd b &navid= &pnavid=null&ss=110909&position=not%20yet% 20Determined.Html&ttype=detail&pname=Superior%20National%20Forest- %20Special%20Places (accessed 4 March 2011). Figures Figure 1 (embedded in text): 13

15 Figure 2: 14

16 Figure 3: 15

17 Figure 4: 16

18 Figure 5: Figure 6: 17

19 Figure 7: Appendix A: Metadata Identification Information: Citation: Citation information: Originators: University of Wisconsin Madison, Department of Geography, Geog 578 *Title: barriers_new *File or table name: barriers_new Publication date: May 13, 2011 *Geospatial data presentation form: vector digital data Description: Abstract: Known and suspected impedance on water travel. Barriers were placed over streams where there are impassable obstacles such as rapids, shallow water, waterfalls, etc. On streams that ran parallel to portages, but did not have known barriers, it was assumed the portage was there for a reason and a barrier was created over the stream to force the cost distance analysis over the portage layer. Purpose: Added to cost surface layer. Excludes cost distance analysis over impassable streams. Calendar date: unknown Currentness reference: publication date Status: Progress: Complete 18

20 Maintenance and update frequency: None planned Spatial domain: Bounding coordinates: *West bounding coordinate: *East bounding coordinate: *North bounding coordinate: *South bounding coordinate: Local bounding coordinates: *Left bounding coordinate: *Right bounding coordinate: *Top bounding coordinate: *Bottom bounding coordinate: Theme keywords: Barrier Theme keyword thesaurus: Impediment Access constraints: None Use constraints: None Contact organization: University of Wisconsin Madison, Department of Geography, Geog 578 *Native dataset format: File Geodatabase Feature Class *Native data set environment: Microsoft Windows XP Version 5.1 (Build 2600) Service Pack 3; ESRI ArcCatalog Data Quality Information: Process description: Created polygon layer over stream layer. Process date: Process time: : Process description: Dataset copied. Process date: Process time: Source used citation abbreviation: E:\Geog578\barriers\barriers_2 Process description: Dataset copied. Process date:

21 Process time: Spatial Reference Information: Horizontal coordinate system definition: Coordinate system name: *Projected coordinate system name: NAD_1983_UTM_Zone_15N *Geographic coordinate system name: GCS_North_American_1983 Entity and Attribute Information: Detailed description: *Name: barriers_new Entity type: *Entity type label: barriers_new *Entity type type: Feature Class *Entity type count: 857 Attribute: *Attribute label: OBJECTID_1 *Attribute alias: OBJECTID_1 *Attribute definition: Internal feature number. *Attribute definition source: ESRI *Attribute type: OID *Attribute width: 4 *Attribute precision: 0 *Attribute scale: 0 Attribute domain values: *Unrepresentable domain: Sequential unique whole numbers that are automatically generated. Attribute: *Attribute label: OBJECTID *Attribute alias: OBJECTID *Attribute definition: Internal feature number. *Attribute definition source: ESRI *Attribute type: Integer *Attribute width: 4 *Attribute precision: 0 *Attribute scale: 0 Attribute domain values: *Unrepresentable domain: 20

22 Sequential unique whole numbers that are automatically generated. Attribute: *Attribute label: Shape *Attribute alias: Shape *Attribute definition: Feature geometry. *Attribute definition source: ESRI *Attribute type: Geometry *Attribute width: 0 *Attribute precision: 0 *Attribute scale: 0 Attribute domain values: *Unrepresentable domain: Coordinates defining the features. Attribute: *Attribute label: Id *Attribute alias: Id *Attribute type: Integer *Attribute width: 4 *Attribute precision: 0 *Attribute scale: 0 Attribute: *Attribute label: Shape_Leng *Attribute alias: Shape_Leng *Attribute type: Double *Attribute width: 8 *Attribute precision: 0 *Attribute scale: 0 Attribute: *Attribute label: Shape_Length *Attribute alias: Shape_Length *Attribute definition: Length of feature in internal units. *Attribute definition source: ESRI *Attribute type: Double *Attribute width: 8 *Attribute precision: 0 *Attribute scale: 0 Attribute domain values: *Unrepresentable domain: Positive real numbers that are automatically generated. 21

23 Attribute: *Attribute label: Shape_Area *Attribute alias: Shape_Area *Attribute definition: Area of feature in internal units squared. *Attribute definition source: ESRI *Attribute type: Double *Attribute width: 8 *Attribute precision: 0 *Attribute scale: 0 Attribute domain values: *Unrepresentable domain: Positive real numbers that are automatically generated. Metadata Reference Information: *Metadata date: *Language of metadata: en Metadata contact: Contact information: Contact organization primary: Contact person: REQUIRED: The person responsible for the metadata information. Contact organization: University of Wisconsin Madison, Department of Geography, Geog 578 Appendix B: Programming Two layers we used to produce our final output, portages and entry points, were originally in.kml format. To convert them to shapefile format, we issued an OGR2OGR command in the FWTools shell. FWTools is an open source GIS/RS binary kit for Microsoft Windows and Linux (more information on FWTools can be found here: The command issued was ogr2ogr -f output format OutputDataSource InputDataSource where output format was ESRI Shapefile, the OutputDataSource was the name of the new file, and InputDataSource was the.kml file. 22

A Cost Effective and Efficient Way to Assess Trail Conditions: A New Sampling Approach

A Cost Effective and Efficient Way to Assess Trail Conditions: A New Sampling Approach A Cost Effective and Efficient Way to Assess Trail Conditions: A New Sampling Approach Rachel A. Knapp, Graduate Assistant, University of New Hampshire Department of Natural Resources and the Environment,

More information

Basic Emergency Planning Awareness for Acadia National Park Rock Climbing Enthusiasts Otter Cliffs Climbing Area. Lina Dailide-Custodio

Basic Emergency Planning Awareness for Acadia National Park Rock Climbing Enthusiasts Otter Cliffs Climbing Area. Lina Dailide-Custodio Basic Emergency Planning Awareness for Acadia National Park Rock Climbing Enthusiasts Otter Cliffs Climbing Area Lina Dailide-Custodio GEOINT Student, Penn State University 1. Introduction Since the 1880s,

More information

Conflating a Traffic Model Network With a Road Inventory. David Knudsen

Conflating a Traffic Model Network With a Road Inventory. David Knudsen Conflating a Traffic Model Network With a Road Inventory David Knudsen Traffic modelers need to derive attributes of their abstracted networks from road layers maintained by highway departments, and planners

More information

Cross-Country Madness: Run for Your Life

Cross-Country Madness: Run for Your Life Cross-Country Madness: Run for Your Life BY: THE MAPSTERBATORS- JHON AFRIDI, EMMA LUNDBERG, LUCAS REYES 12TH OF DECEMBER, 2014 Abstract Athletic facilities at Redwood Fields in Eureka, CA are assessed

More information

Highly Migratory Species Essential Fish Habitat (EFH) Overlay February 27, 2015

Highly Migratory Species Essential Fish Habitat (EFH) Overlay February 27, 2015 Highly Migratory Species Essential Fish Habitat (EFH) Overlay February 27, 2015 Prepared for: Northeast Regional Ocean Council (NROC) Northeast Ocean Data www.northeastoceandata.org Prepared by: Rachel

More information

Windcube FCR measurements

Windcube FCR measurements Windcube FCR measurements Principles, performance and recommendations for use of the Flow Complexity Recognition (FCR) algorithm for the Windcube ground-based Lidar Summary: As with any remote sensor,

More information

Literature Review: Final

Literature Review: Final Jonathan Sigel Section A December 19 th, 2016 Literature Review: Final Function and Purpose of a Roundabout: Roundabouts are a location in which multiple roads are joined together in a circle, with an

More information

Vision Zero High Injury Network Methodology

Vision Zero High Injury Network Methodology Vision Zero High Injury Network Methodology DATA SETS USED: 1. Reportable crashes in Philadelphia from 2012-2016, available as open data through PennDOT 2. Street Centerline geographic layer, maintained

More information

Outline. Wind Turbine Siting. Roughness. Wind Farm Design 4/7/2015

Outline. Wind Turbine Siting. Roughness. Wind Farm Design 4/7/2015 Wind Turbine Siting Andrew Kusiak 2139 Seamans Center Iowa City, Iowa 52242-1527 andrew-kusiak@uiowa.edu Tel: 319-335-5934 Fax: 319-335-5669 http://www.icaen.uiowa.edu/~ankusiak Terrain roughness Escarpments

More information

METROPOLITAN TRANSPORTATION PLAN OUTREACH: INTERACTIVE MAP SUMMARY REPORT- 10/03/14

METROPOLITAN TRANSPORTATION PLAN OUTREACH: INTERACTIVE MAP SUMMARY REPORT- 10/03/14 METROPOLITAN TRANSPORTATION PLAN OUTREACH: INTERACTIVE MAP SUMMARY REPORT- 10/03/14 INTRODUCTION This document summarizes the results of the online interactive mapping exercise implemented by MIG for the

More information

Application of Dijkstra s Algorithm in the Evacuation System Utilizing Exit Signs

Application of Dijkstra s Algorithm in the Evacuation System Utilizing Exit Signs Application of Dijkstra s Algorithm in the Evacuation System Utilizing Exit Signs Jehyun Cho a, Ghang Lee a, Jongsung Won a and Eunseo Ryu a a Dept. of Architectural Engineering, University of Yonsei,

More information

Pedestrian Dynamics: Models of Pedestrian Behaviour

Pedestrian Dynamics: Models of Pedestrian Behaviour Pedestrian Dynamics: Models of Pedestrian Behaviour John Ward 19 th January 2006 Contents Macro-scale sketch plan model Micro-scale agent based model for pedestrian movement Development of JPed Results

More information

Combined impacts of configurational and compositional properties of street network on vehicular flow

Combined impacts of configurational and compositional properties of street network on vehicular flow Combined impacts of configurational and compositional properties of street network on vehicular flow Yu Zhuang Tongji University, Shanghai, China arch-urban@163.com Xiaoyu Song Tongji University, Shanghai,

More information

Bicycle Kiosk Locations in Madison, WI

Bicycle Kiosk Locations in Madison, WI Bicycle Kiosk Locations in Madison, WI University of Wisconsin at Madison Geography 578: GIS Applications Project Final Paper Spring 2011: May 13, 2011 Kolin Erickson (kaerickson2@wisc.edu) Jonathan Spencer

More information

Estimating Valley Confinement using DEM Data to Support Cutthroat Trout Research

Estimating Valley Confinement using DEM Data to Support Cutthroat Trout Research Estimating Valley Confinement using DEM Data to Support Cutthroat Trout Research David Nagel GIS Analyst/Physical Scientist USDA Forest Service, Rocky Mountain Research Station Boise Lab Boise Aquatic

More information

Ermenek Dam and HEPP: Spillway Test & 3D Numeric-Hydraulic Analysis of Jet Collision

Ermenek Dam and HEPP: Spillway Test & 3D Numeric-Hydraulic Analysis of Jet Collision Ermenek Dam and HEPP: Spillway Test & 3D Numeric-Hydraulic Analysis of Jet Collision J.Linortner & R.Faber Pöyry Energy GmbH, Turkey-Austria E.Üzücek & T.Dinçergök General Directorate of State Hydraulic

More information

USING THE MILITARY LENSATIC COMPASS

USING THE MILITARY LENSATIC COMPASS USING THE MILITARY LENSATIC COMPASS WARNING This presentation is intended as a quick summary, and not a comprehensive resource. If you want to learn Land Navigation in detail, either buy a book; or get

More information

Canoe Trip # Length of Trip: 225 kilometres Time Required to Complete Trip: 10 to 14 days Number of Portages: 21 to 25

Canoe Trip # Length of Trip: 225 kilometres Time Required to Complete Trip: 10 to 14 days Number of Portages: 21 to 25 Canoe Trip #34 34 Brabant Lake - Wapiskau River - Steephill Lake - Reindeer River - Churchill River - Sandy Bay 225 Kilometers - 10 to 14 days - 21 to 25 portages Length of Trip: 225 kilometres Time Required

More information

Final Bull Trout Redd Monitoring Report for the Wallowa Falls Hydroelectric Project

Final Bull Trout Redd Monitoring Report for the Wallowa Falls Hydroelectric Project Final for the Wallowa Falls Hydroelectric Project East Fork Wallowa River barrier to upstream fish migration, photo courtesy of Kendrick Moholt (FERC No. P-308) December 18, 2017 Prepared by: Jeremiah

More information

Open Research Online The Open University s repository of research publications and other research outputs

Open Research Online The Open University s repository of research publications and other research outputs Open Research Online The Open University s repository of research publications and other research outputs Developing an intelligent table tennis umpiring system Conference or Workshop Item How to cite:

More information

A GIS APPROACH TO EVALUATE BUS STOP ACCESSIBILITY

A GIS APPROACH TO EVALUATE BUS STOP ACCESSIBILITY Advanced OR and AI Methods in Transportation A GIS APPROACH TO EVALUATE BUS STOP ACCESSIBILITY Giuseppe SALVO 1, Simona SABATINI 2 Abstract. This paper proposes a methodology to assess public transportation

More information

Sontek RiverSurveyor Test Plan Prepared by David S. Mueller, OSW February 20, 2004

Sontek RiverSurveyor Test Plan Prepared by David S. Mueller, OSW February 20, 2004 Sontek RiverSurveyor Test Plan Prepared by David S. Mueller, OSW February 20, 2004 INTRODUCTION Sontek/YSI has introduced new firmware and software for their RiverSurveyor product line. Firmware changes

More information

METHODS PAPER: Downstream Bathymetry and BioBase Analyses of Substrate and Macrophytes

METHODS PAPER: Downstream Bathymetry and BioBase Analyses of Substrate and Macrophytes Mactaquac Aquatic Ecosystem Study Report Series 2015-006 METHODS PAPER: Downstream Bathymetry and BioBase Analyses of Substrate and Macrophytes Ben Wallace, Jae Ogilvie and Wendy Monk 17 February 2015

More information

ADA Transition Plan. City of Gainesville FY19-FY28. Date: November 5, Prepared by: City Of Gainesville Department of Mobility

ADA Transition Plan. City of Gainesville FY19-FY28. Date: November 5, Prepared by: City Of Gainesville Department of Mobility ADA Transition Plan FY19-FY28 Date: November 5, 2018 Prepared by: City Of Gainesville Department of Mobility 1.0 INTRODUCTION 1.1 BACKGROUND The federal statute known as the Americans with Disabilities

More information

AC : A LABORATORY EXERCISE TO DEMONSTRATE HOW TO EXPERIMENTALLY DETERMINE THE OPERATING POINT FOR A FAN

AC : A LABORATORY EXERCISE TO DEMONSTRATE HOW TO EXPERIMENTALLY DETERMINE THE OPERATING POINT FOR A FAN AC 2007-206: A LABORATORY EXERCISE TO DEMONSTRATE HOW TO EXPERIMENTALLY DETERMINE THE OPERATING POINT FOR A FAN Robert Edwards, Pennsylvania State University-Erie Robert Edwards is currently a Lecturer

More information

GEOG2113: Geographical Information Systems Week 7 Mapping Hazards & Threats Practical Task

GEOG2113: Geographical Information Systems Week 7 Mapping Hazards & Threats Practical Task GEOG2113: Geographical Information Systems Week 7 Mapping Hazards & Threats Practical Task Theme: Mapping a zombie outbreak! Key datasets & sources: ITN Network (road network) Location of Defence Research

More information

Appendix G Whitewater Recreation Flow Study Plan

Appendix G Whitewater Recreation Flow Study Plan Appendix G Whitewater Recreation Flow Study Plan Study Plan Whitewater Recreation Flow Study Grandfather Falls Hydroelectric Project FERC Project No. 1966 March 2013 An Integrys Energy Group Company Section

More information

Road Data Input System using Digital Map in Roadtraffic

Road Data Input System using Digital Map in Roadtraffic Data Input System using Digital Map in traffic Simulation Namekawa,M 1., N.Aoyagi 2, Y.Ueda 2 and A.Satoh 2 1 College of Management and Economics, Kaetsu University, Tokyo, JAPAN 2 Faculty of Engineering,

More information

Look Twice! Inventorying Pavement Markings for the City of Austin. Our story of how we accomplished data inventory of our city crosswalks.

Look Twice! Inventorying Pavement Markings for the City of Austin. Our story of how we accomplished data inventory of our city crosswalks. Look Twice! Inventorying Pavement Markings for the City of Austin. Our story of how we accomplished data inventory of our city crosswalks. City of Austin Austin Transportation Department Signs & Markings

More information

Massawepie Trek Center Scouting s Adirondacks High Adventure Base Camp Do You Have What It Takes? 2018 Treks

Massawepie Trek Center Scouting s Adirondacks High Adventure Base Camp Do You Have What It Takes? 2018 Treks Massawepie Trek Center Scouting s Adirondacks High Adventure Base Camp Do You Have What It Takes? 2018 Treks Young men and women can test their skills on one of the 10 High Adventure Treks in the beautiful

More information

DUXBURY WAVE MODELING STUDY

DUXBURY WAVE MODELING STUDY DUXBURY WAVE MODELING STUDY 2008 Status Report Duncan M. FitzGerald Peter S. Rosen Boston University Northeaster University Boston, MA 02215 Boston, MA 02115 Submitted to: DUXBURY BEACH RESERVATION November

More information

Student Population Projections By Residence. School Year 2016/2017 Report Projections 2017/ /27. Prepared by:

Student Population Projections By Residence. School Year 2016/2017 Report Projections 2017/ /27. Prepared by: Student Population Projections By Residence School Year 2016/2017 Report Projections 2017/18 2026/27 Prepared by: Revised October 31, 2016 Los Gatos Union School District TABLE OF CONTENTS Introduction

More information

Safety Assessment of Installing Traffic Signals at High-Speed Expressway Intersections

Safety Assessment of Installing Traffic Signals at High-Speed Expressway Intersections Safety Assessment of Installing Traffic Signals at High-Speed Expressway Intersections Todd Knox Center for Transportation Research and Education Iowa State University 2901 South Loop Drive, Suite 3100

More information

Advanced PMA Capabilities for MCM

Advanced PMA Capabilities for MCM Advanced PMA Capabilities for MCM Shorten the sensor-to-shooter timeline New sensor technology deployed on off-board underwater systems provides navies with improved imagery and data for the purposes of

More information

Pedestrian Demand Modeling: Evaluating Pedestrian Risk Exposures

Pedestrian Demand Modeling: Evaluating Pedestrian Risk Exposures Pedestrian Demand Modeling: Evaluating Pedestrian Risk Exposures Kelly J. Clifton National Center for Smart Growth University of Maryland May 19, 2008 Study Team University of Maryland National Center

More information

The Walkability Indicator. The Walkability Indicator: A Case Study of the City of Boulder, CO. College of Architecture and Planning

The Walkability Indicator. The Walkability Indicator: A Case Study of the City of Boulder, CO. College of Architecture and Planning 1 : A Case Study of the City of Boulder, CO College of Architecture and Planning University of Colorado Author Note: Daryoosh Ardalan, Urban Regional Planning, College of Architecture and Planning, University

More information

Survey Report. Lake Survey/GIS for Silver Lake, Bostwick Lake, Lake Bella Vista. Prepared for Cannon Township

Survey Report. Lake Survey/GIS for Silver Lake, Bostwick Lake, Lake Bella Vista. Prepared for Cannon Township Survey Report Lake Survey/GIS for Silver Lake, Bostwick Lake, Lake Bella Vista Prepared for Cannon Township March 27, 2017 2170118 Contents 1 Methodology... 2 2 Silver Lake and Bostwick Lake... 4 3 Lake

More information

Rules Modernization FAQs March 2018 Update

Rules Modernization FAQs March 2018 Update Rules Modernization FAQs March 2018 Update Background Questions 1. What was the motivation to modernize the Rules of Golf? The Rules of Golf are normally revised in a regular four-year cycle that allows

More information

BICYCLE LEVEL OF SERVICE for URBAN STREETS. Prepared by Ben Matters and Mike Cechvala. 4/16/14 Page 1

BICYCLE LEVEL OF SERVICE for URBAN STREETS. Prepared by Ben Matters and Mike Cechvala. 4/16/14 Page 1 BICYCLE LEVEL OF SERVICE for URBAN STREETS Prepared by Ben Matters and Mike Cechvala 4/16/14 Page 1 Introduction The methodology used for the Bicycle (BLOS) analysis is from the Highway Capacity Manual

More information

First Order Mapping of Primary and Secondary Road Network. Road Data - Rwanda. Metadata - Final version

First Order Mapping of Primary and Secondary Road Network. Road Data - Rwanda. Metadata - Final version First Order Mapping of Primary and Secondary Road Network Road Data - Rwanda Metadata - Final version 1 GEODATABASE CONTENT The geodatabase for Rwanda data (RW_Data.mdb) contains 5 feature class : 1. RW_Roads

More information

Title: 4-Way-Stop Wait-Time Prediction Group members (1): David Held

Title: 4-Way-Stop Wait-Time Prediction Group members (1): David Held Title: 4-Way-Stop Wait-Time Prediction Group members (1): David Held As part of my research in Sebastian Thrun's autonomous driving team, my goal is to predict the wait-time for a car at a 4-way intersection.

More information

Paper for consideration by ENC Working Group. Use of AU6 ENC cells as an option for Bathymetric ENCs (benc)

Paper for consideration by ENC Working Group. Use of AU6 ENC cells as an option for Bathymetric ENCs (benc) Paper for consideration by ENC Working Group Use of AU6 ENC cells as an option for Bathymetric ENCs (benc) Submitted by: Alvaro Sanchez (AHS) Executive Summary: Compilation of high density bathymetric

More information

Orienteering Canada. This revised document was approved by the Orienteering Canada Board in April 2017 W55+ W65+ W17-20B M17-20B M75+ W75+ W80+ M80+

Orienteering Canada. This revised document was approved by the Orienteering Canada Board in April 2017 W55+ W65+ W17-20B M17-20B M75+ W75+ W80+ M80+ Orienteering Canada Course and category guidelines for Championship Events: North American Orienteering Championships Canadian Orienteering Championships Western Canadian Orienteering Championships Eastern

More information

Wade Reynolds 1 Frank Young 1,2 Peter Gibbings 1,2. University of Southern Queensland Toowoomba 4350 AUSTRALIA

Wade Reynolds 1 Frank Young 1,2 Peter Gibbings 1,2. University of Southern Queensland Toowoomba 4350 AUSTRALIA A Comparison of Methods for Mapping Golf Greens Wade Reynolds 1 Frank Young 1,2 Peter Gibbings 1,2 1 Faculty of Engineering and Surveying 2 Australian Centre for Sustainable Catchments University of Southern

More information

Creek Trash Assessment (CTA) Methodology (Demonstration: Mill Run Creek, Cheltenham, Pa.)

Creek Trash Assessment (CTA) Methodology (Demonstration: Mill Run Creek, Cheltenham, Pa.) Creek Trash Assessment (CTA) Methodology (Demonstration: Mill Run Creek, Cheltenham, Pa.) Mill Run Creek emerges from a storm sewer in Philadelphia to an open creek in Cheltenham. The Creek downstream

More information

NEED FOR SUPPLEMENTAL BATHYMETRIC SURVEY DATA COLLECTION

NEED FOR SUPPLEMENTAL BATHYMETRIC SURVEY DATA COLLECTION 305 West Grand Avenue, Suite 300 Montvale, New Jersey 07645 Phone 201.930.9890 Fax 201.930.9805 www.anchorqea.com M EMORANDUM To: Caroline Kwan and Nica Klaber U.S. Environmental Protection Agency Region

More information

Macutagon Creek to Russell s Landing

Macutagon Creek to Russell s Landing Day Trips Macutagon Creek to Russell s Landing Manitouwadge Public Consultation Committee Canoe Route #13 #13 MACUTAGON CREEK TO RUSSELL S LANDING This route is suitable to all levels of paddlers but due

More information

Naval Postgraduate School, Operational Oceanography and Meteorology. Since inputs from UDAS are continuously used in projects at the Naval

Naval Postgraduate School, Operational Oceanography and Meteorology. Since inputs from UDAS are continuously used in projects at the Naval How Accurate are UDAS True Winds? Charles L Williams, LT USN September 5, 2006 Naval Postgraduate School, Operational Oceanography and Meteorology Abstract Since inputs from UDAS are continuously used

More information

PORTS AUSTRALIA. PRINCIPLES FOR GATHERING AND PROCESSING HYDROGRAPHIC INFORMATION IN AUSTRALIAN PORTS (Version 1.5 November 2012)

PORTS AUSTRALIA. PRINCIPLES FOR GATHERING AND PROCESSING HYDROGRAPHIC INFORMATION IN AUSTRALIAN PORTS (Version 1.5 November 2012) PORTS AUSTRALIA PRINCIPLES FOR GATHERING AND PROCESSING HYDROGRAPHIC INFORMATION IN AUSTRALIAN PORTS (Version 1.5 November 2012) PREFACE These Principles have been prepared by the Hydrographic Surveyors

More information

UNDERSTANDING WALKING NETWORKS TO ENABLE SMARTER CHOICES IN TRANSPORT PLANNING IN DUNDEE. Gillian Iversen Atkins

UNDERSTANDING WALKING NETWORKS TO ENABLE SMARTER CHOICES IN TRANSPORT PLANNING IN DUNDEE. Gillian Iversen Atkins UNDERSTANDING WALKING NETWORKS TO ENABLE SMARTER CHOICES IN TRANSPORT PLANNING IN DUNDEE Gillian Iversen Atkins 1. INTRODUCTION 1.1. Smarter Choices, Smarter Places The Smarter Choices agenda encourages

More information

Microsoft Windows Software Manual for FITstep Stream Version 4

Microsoft Windows Software Manual for FITstep Stream Version 4 Thank you for purchasing this product from Gopher. If you are not satisfied with any Gopher purchase for any reason at any time, contact us and we will replace the product, credit your account, or refund

More information

ADA TRANSITION PLAN 2013

ADA TRANSITION PLAN 2013 ADA TRANSITION PLAN 2013 TABLE OF CONTENTS Contents Introduction 1 Purpose 2 Identified Obstacles to the Public Right of Way 3 Criteria for Determining Impediments at Village Facilities 4 Removing Barriers

More information

First Order Mapping of Primary and Secondary Road Network. Road Data - Benin. Metadata - final version

First Order Mapping of Primary and Secondary Road Network. Road Data - Benin. Metadata - final version First Order Mapping of Primary and Secondary Road Network Road Data - Benin Metadata - final version 1 GEODATABASE CONTENT The geodatabase for Benin data (BJ_Data.mdb) contains 6 feature class : 1. BJ_Roads

More information

Interagency Special Status/Sensitive Species Program FY2005 Inventory & Conservation Planning Status Report

Interagency Special Status/Sensitive Species Program FY2005 Inventory & Conservation Planning Status Report Interagency Special Status/Sensitive Species Program FY2005 Inventory & Conservation Planning Status Report PROJECT TITLE: Crooked River National Grassland Pygmy Rabbit Habitat Assessment and Survey PROJECT

More information

Final Bull Trout Genetics Monitoring Plan for the Wallowa Falls Hydroelectric Project. (FERC No. P-308) June 2017

Final Bull Trout Genetics Monitoring Plan for the Wallowa Falls Hydroelectric Project. (FERC No. P-308) June 2017 Final for the Wallowa Falls Hydroelectric Project (FERC No. P-308) June 2017 Prepared by: Jeremiah Doyle PacifiCorp 825 NE Multnomah Street Portland, OR 97232 June, 2017 Page 1 of 8 Table of Contents 1.0

More information

Pedestrian Scenario Design and Performance Assessment in Driving Simulations

Pedestrian Scenario Design and Performance Assessment in Driving Simulations Pedestrian Scenario Design and Performance Assessment in Driving Simulations Achal Oza, Qiong Wu, and Ronald R. Mourant Virtual Environments Laboratory, Dept. of Mechanical and Industrial Engineering 334

More information

Table 1: Original and adjusted slope gradients for each difficulty rating Traditional Ranges Adjusted Ranges

Table 1: Original and adjusted slope gradients for each difficulty rating Traditional Ranges Adjusted Ranges 1 Summary Nothing beats a day spent skiing. Except, of course, a day spent designing slopes for skiing. As winter looms closer, some wealthy investors are considering purchasing Wasatch Ranch in Utah.

More information

EMERGENCY RESPONSE PLANNING CLASSIFICATION AT SUB- PRECINCT SCALES

EMERGENCY RESPONSE PLANNING CLASSIFICATION AT SUB- PRECINCT SCALES EMERGENCY RESPONSE PLANNING CLASSIFICATION AT SUB- PRECINCT SCALES C Ryan 1, D Tetley 1, P Sheath 2, T Pinelli 3 1 Catchment Simulation Solutions, NSW 2 Wyong Shire Council, NSW 3 State Emergency Service,

More information

Improving distillation tower operation

Improving distillation tower operation Improving distillation tower operation Measuring differential pressure across long sections of distillation columns has always been challenging, but purpose-built sensor systems provide a solution Fast

More information

Walking Routes to School Program

Walking Routes to School Program Walking Routes to School Program Creating Walking Routes to School using the Network Analyst Extension John Ritsko GIS Analyst City of Henderson Public Works Engineering Purpose of Program Create a WEB-based

More information

Introduction (2 of 2) Systematic approach should be followed

Introduction (2 of 2) Systematic approach should be followed Origin Determination Knowledge Objectives (1 of 2) Describe the recommended techniques for determining the origin of a fire. Explain the need for fire scene reconstruction. Develop and test origin hypotheses.

More information

Modeling and Mapping Metro s Rail Stations

Modeling and Mapping Metro s Rail Stations Washington Metropolitan Area Transit Authority Modeling and Mapping Metro s Rail Stations Minhua Wang GIS Enterprise Architect mwang@wmata.com Voliya Arakkal Sr. GIS Analyst varakkal@wmata.com Andrew Oldham

More information

Maurer 1. Feasibility Study for a Bicycle Sharing Program in Sacramento, California

Maurer 1. Feasibility Study for a Bicycle Sharing Program in Sacramento, California Maurer 0 0 0 Feasibility Study for a Bicycle Sharing Program in Sacramento, California Lindsay Kathryn Maurer Planner, Planning Communities, LLC Past Affiliation: Masters Candidate at UNC Chapel Hill,

More information

Statewide Cycloplan: Bicycle Planning Tool & Participatory GIS

Statewide Cycloplan: Bicycle Planning Tool & Participatory GIS Statewide Cycloplan: Bicycle Planning Tool & Participatory GIS Loren Terveen, Principal Investigator Department of Computer Science University of Minnesota June 2015 Research Project Final Report 2015-29

More information

FACT SHEET MCGREGOR LAKE RESTORATION HABITAT PROJECT POOL 10, UPPER MISSISSIPPI RIVER, WISCONSIN ENVIRONMENTAL MANAGEMENT PROGRAM

FACT SHEET MCGREGOR LAKE RESTORATION HABITAT PROJECT POOL 10, UPPER MISSISSIPPI RIVER, WISCONSIN ENVIRONMENTAL MANAGEMENT PROGRAM FACT SHEET MCGREGOR LAKE RESTORATION HABITAT PROJECT POOL 10, UPPER MISSISSIPPI RIVER, WISCONSIN ENVIRONMENTAL MANAGEMENT PROGRAM LOCATION McGregor Lake is located within a mid-river island in Pool 10

More information

Study of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1

Study of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1 Study of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1 Minggui Zhou 1, Dano Roelvink 2,4, Henk Verheij 3,4 and Han Ligteringen 2,3 1 School of Naval Architecture, Ocean and Civil Engineering,

More information

Best Practice Guidance for Assessing the Financial Performance of Fishing Gear: Industry-led gear trials

Best Practice Guidance for Assessing the Financial Performance of Fishing Gear: Industry-led gear trials Best Practice Guidance for Assessing the Financial Performance of Fishing Gear: Industry-led gear trials Prepared for The UK Fisheries Economic Network (UKFEN) by Seafish Introduction and Background Reducing

More information

Oxygen Meter User Manual

Oxygen Meter User Manual Oxygen Meter User Manual Monday, July 23, 2007 1. Outline...2 2. Program...3 2.1. Environment for program execution...3 2.2. Installation...3 2.3. Un installation...3 2.4. USB driver installation...3 2.5.

More information

Detailed maps, and portaging and camping information follow.

Detailed maps, and portaging and camping information follow. Overview of Bain route. The launch site is at Davidson Lake, just before the Manitoba/Ontario border. You can do a loop if you leave a vehicle at Tulabi Lake (at the canoe route parking lot). The road

More information

DISTRIBUTION: Electronic Recipients List TRANSMITTAL LETTER NO. (17-01) MINNESOTA DEPARTMENT OF TRANSPORTATION. MANUAL: Road Design English Manual

DISTRIBUTION: Electronic Recipients List TRANSMITTAL LETTER NO. (17-01) MINNESOTA DEPARTMENT OF TRANSPORTATION. MANUAL: Road Design English Manual DISTRIBUTION: Electronic Recipients List MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards Unit ISSUED BY: Office of Project Management and Technical Support TRANSMITTAL LETTER NO.

More information

TITLE: North Carolina s Changing Shorelines. KEYWORDS: erosion - shorelines - mapping - sustainability

TITLE: North Carolina s Changing Shorelines. KEYWORDS: erosion - shorelines - mapping - sustainability UNC Coastal Studies Institute Teacher Resources 1 TITLE: North Carolina s Changing Shorelines KEYWORDS: erosion - shorelines - mapping - sustainability Changing shorelines impact coastal infrastructure.

More information

Cuisenaire Rods. A Guide to Teaching Strategies, Activities, and Ideas

Cuisenaire Rods. A Guide to Teaching Strategies, Activities, and Ideas Cuisenaire Rods A Guide to Teaching Strategies, Activities, and Ideas INTRODUCTION This Learning About Cuisenaire Rods Activity Guide provides handson activities and ideas for leading students in an active

More information

CROSSING GUARD PLACEMENT CONSIDERATIONS AND GAP ASSESSMENT

CROSSING GUARD PLACEMENT CONSIDERATIONS AND GAP ASSESSMENT CROSSING GUARD PLACEMENT CONSIDERATIONS AND GAP ASSESSMENT Many factors contribute to the need for a Crossing Guard. General federal guidance, provided by the FHWA MUTCD, states that adult crossing guards

More information

Swing Labs Training Guide

Swing Labs Training Guide Swing Labs Training Guide How to perform a fitting using FlightScope and Swing Labs Upload Manager 3 v0 20080116 ii Swing labs Table of Contents 1 Installing & Set-up of Upload Manager 3 (UM3) 1 Installation.................................

More information

User Help. Fabasoft Scrum

User Help. Fabasoft Scrum User Help Fabasoft Scrum Copyright Fabasoft R&D GmbH, Linz, Austria, 2018. All rights reserved. All hardware and software names used are registered trade names and/or registered trademarks of the respective

More information

Sensitivity of Equilibrium Flows to Changes in Key Transportation Network Parameters

Sensitivity of Equilibrium Flows to Changes in Key Transportation Network Parameters Sensitivity of Equilibrium Flows to Changes in Key Transportation Network Parameters Sara Moridpour Department of Civil Engineering Monash University, Melbourne, Victoria, Australia 1 Introduction In transportation

More information

SCREENING OF TOPOGRAPHIC FACTOR ON WIND SPEED ESTIMATION WITH NEURAL NETWORK ANALYSIS

SCREENING OF TOPOGRAPHIC FACTOR ON WIND SPEED ESTIMATION WITH NEURAL NETWORK ANALYSIS The Seventh Asia-Pacific Conference on Wind Engineering, November 8-12, 2009, Taipei, Taiwan SCREENING OF TOPOGRAPHIC FACTOR ON WIND SPEED ESTIMATION WITH NEURAL NETWORK ANALYSIS Fumiaki Nagao 1 Minoru

More information

PREDICTING the outcomes of sporting events

PREDICTING the outcomes of sporting events CS 229 FINAL PROJECT, AUTUMN 2014 1 Predicting National Basketball Association Winners Jasper Lin, Logan Short, and Vishnu Sundaresan Abstract We used National Basketball Associations box scores from 1991-1998

More information

Structural Design and Analysis of the New Mobile Refuge Chamber

Structural Design and Analysis of the New Mobile Refuge Chamber Key Engineering Materials Online: 2013-09-10 ISSN: 1662-9795, Vol. 584, pp 175-178 doi:10.4028/www.scientific.net/kem.584.175 2014 Trans Tech Publications, Switzerland Structural Design and Analysis of

More information

Domain (island) wide estimates of mutton snapper (Lutjanus analis) abundance for three US Caribbean Islands based on habitat-derived densities

Domain (island) wide estimates of mutton snapper (Lutjanus analis) abundance for three US Caribbean Islands based on habitat-derived densities Domain (island) wide estimates of mutton snapper (Lutjanus analis) abundance for three US Caribbean Islands based on habitat-derived densities SEDAR REPORT # SEDAR14-AW2 Prepared May 2007 by Christopher

More information

Analysis of Shear Lag in Steel Angle Connectors

Analysis of Shear Lag in Steel Angle Connectors University of New Hampshire University of New Hampshire Scholars' Repository Honors Theses and Capstones Student Scholarship Spring 2013 Analysis of Shear Lag in Steel Angle Connectors Benjamin Sawyer

More information

Estimation of damages caused by storm tides in the city of Hamburg K.-H. Pöschke DHI-WASY GmbH Waltersdorfer Str. 105, Berlin, Germany

Estimation of damages caused by storm tides in the city of Hamburg K.-H. Pöschke DHI-WASY GmbH Waltersdorfer Str. 105, Berlin, Germany Estimation of damages caused by storm tides in the city of Hamburg K.-H. Pöschke DHI-WASY GmbH Waltersdorfer Str. 105, 12526 Berlin, Germany 1 Introduction The city of Hamburg is potentially endangered

More information

Barrier Development and Evaluation Methodology. D.S. Musgrave 1 1 Thermal Visions, Inc., Granville, USA

Barrier Development and Evaluation Methodology. D.S. Musgrave 1 1 Thermal Visions, Inc., Granville, USA Barrier Development and Evaluation Methodology D.S. Musgrave 1 1 Thermal Visions, Inc., Granville, USA 1. Introduction: Vacuum insulation is now a rapidly expanding market and technical advances are being

More information

7 th International Conference on Wind Turbine Noise Rotterdam 2 nd to 5 th May 2017

7 th International Conference on Wind Turbine Noise Rotterdam 2 nd to 5 th May 2017 7 th International Conference on Wind Turbine Noise Rotterdam 2 nd to 5 th May 2017 Sound power level measurements 3.0 ir. L.M. Eilders, Peutz bv: l.eilders@peutz.nl ing. E.H.A. de Beer, Peutz bv: e.debeer@peutz.nl

More information

Rules Modernization FAQs March 2018 Update

Rules Modernization FAQs March 2018 Update Rules Modernization FAQs March 2018 Update Background Questions 1. What was the motivation to modernize the Rules of Golf? The Rules of Golf are normally revised in a regular four-year cycle that allows

More information

At each type of conflict location, the risk is affected by certain parameters:

At each type of conflict location, the risk is affected by certain parameters: TN001 April 2016 The separated cycleway options tool (SCOT) was developed to partially address some of the gaps identified in Stage 1 of the Cycling Network Guidance project relating to separated cycleways.

More information

WMS 8.4 Tutorial Hydraulics and Floodplain Modeling HY-8 Modeling Wizard Learn how to model a culvert using HY-8 and WMS

WMS 8.4 Tutorial Hydraulics and Floodplain Modeling HY-8 Modeling Wizard Learn how to model a culvert using HY-8 and WMS v. 8.4 WMS 8.4 Tutorial Hydraulics and Floodplain Modeling HY-8 Modeling Wizard Learn how to model a culvert using HY-8 and WMS Objectives Define a conceptual schematic of the roadway, invert, and downstream

More information

Webinar: Development of a Pedestrian Demand Estimation Tool

Webinar: Development of a Pedestrian Demand Estimation Tool Portland State University PDXScholar TREC Webinar Series Transportation Research and Education Center (TREC) 2-18-2016 Webinar: Development of a Pedestrian Demand Estimation Tool Kelly Clifton Portland

More information

CHAPTER 10 TOTAL RECREATIONAL FISHING DAMAGES AND CONCLUSIONS

CHAPTER 10 TOTAL RECREATIONAL FISHING DAMAGES AND CONCLUSIONS CHAPTER 10 TOTAL RECREATIONAL FISHING DAMAGES AND CONCLUSIONS 10.1 INTRODUCTION This chapter provides the computation of the total value of recreational fishing service flow losses (damages) through time

More information

Walking up Scenic Hills: Towards a GIS Based Typology of Crowd Sourced Walking Routes

Walking up Scenic Hills: Towards a GIS Based Typology of Crowd Sourced Walking Routes Walking up Scenic Hills: Towards a GIS Based Typology of Crowd Sourced Walking Routes Liam Bratley 1, Alex D. Singleton 2, Chris Brunsdon 3 1 Department of Geography and Planning, School of Environmental

More information

Title: Modeling Crossing Behavior of Drivers and Pedestrians at Uncontrolled Intersections and Mid-block Crossings

Title: Modeling Crossing Behavior of Drivers and Pedestrians at Uncontrolled Intersections and Mid-block Crossings Title: Modeling Crossing Behavior of Drivers and Pedestrians at Uncontrolled Intersections and Mid-block Crossings Objectives The goal of this study is to advance the state of the art in understanding

More information

Developing a Bike/Pedestrian Plan Using ArcInfo and Public Participation Rob Shumowsky, Madison County Council of Governments

Developing a Bike/Pedestrian Plan Using ArcInfo and Public Participation Rob Shumowsky, Madison County Council of Governments Developing a Bike/Pedestrian Plan Using ArcInfo and Public Participation Rob Shumowsky, Madison County Council of Governments Abstract: The Madison County Council of Governments is creating a bike/pedestrian

More information

b

b Empirically Derived Breaking Strengths for Basket Hitches and Wrap Three Pull Two Webbing Anchors Thomas Evans a and Aaron Stavens b a Montana State University, Department of Earth Sciences, PO Box 173480,

More information

OBJECTIVE 6: FIELD RADIOLOGICAL MONITORING - AMBIENT RADIATION MONITORING

OBJECTIVE 6: FIELD RADIOLOGICAL MONITORING - AMBIENT RADIATION MONITORING OBJECTIVE 6: FIELD RADIOLOGICAL MONITORING - AMBIENT RADIATION MONITORING OBJECTIVE Demonstrate the appropriate use of equipment and procedures for determining field radiation measurements. INTENT This

More information

Canoe Trip # Maps: 63L Amisk Lake 63M Pelican Narrows

Canoe Trip # Maps: 63L Amisk Lake 63M Pelican Narrows Canoe Trip #51 49 Southeast Arem Deschambault Lake - Pelican Narrows - Wunehikun Bay - Attitti Lake - Belcher Lake - Mukoman Lake - Ohoo Lake - Mukoman River - Sokatisewin Lake - Sandy Bay 170 Kilometers

More information

WindProspector TM Lockheed Martin Corporation

WindProspector TM Lockheed Martin Corporation WindProspector TM www.lockheedmartin.com/windprospector 2013 Lockheed Martin Corporation WindProspector Unparalleled Wind Resource Assessment Industry Challenge Wind resource assessment meteorologists

More information

GIS for Public Opinion / Survey Research. Timothy Michalowski Senior Statistical GIS Analyst Abt SRBI - New York, NY

GIS for Public Opinion / Survey Research. Timothy Michalowski Senior Statistical GIS Analyst Abt SRBI - New York, NY GIS for Public Opinion / Survey Research Timothy Michalowski Senior Statistical GIS Analyst Abt SRBI - New York, NY July 17, 2014 Agenda Introduction Public Opinion / Survey Research Application of GIS

More information

Chapter 6 - The Compass Upon completion of this chapter, you will be able to:

Chapter 6 - The Compass Upon completion of this chapter, you will be able to: Chapter 6 - The Compass Upon completion of this chapter, you will be able to: Explain the use of the 360 degree system in defining direction. Identify the parts of a compass, i.e.: - base plate - magnetic

More information

AS91430: Cycleways Waiopehu College Year 13 Geography Matt Reeves

AS91430: Cycleways Waiopehu College Year 13 Geography Matt Reeves AS91430: Cycleways Waiopehu College Year 13 Geography Matt Reeves December 2017 AS91430: Cycleways Cycling is an activity that a large proportion of our national population decides to enjoy and participate

More information

b

b Empirically Derived Breaking Strengths for Basket Hitches and Wrap Three Pull Two Webbing Anchors Thomas Evans a and Aaron Stavens b a Montana State University, Department of Earth Sciences, PO Box 173480,

More information