NORMALIZATION REPORT GAMMA RADIATION DETECTION SYSTEMS SANTA SUSANA FIELD LABORATORY AREA IV RADIOLOGICAL STUDY VENTURA COUNTY, CALIFORNIA

Size: px
Start display at page:

Download "NORMALIZATION REPORT GAMMA RADIATION DETECTION SYSTEMS SANTA SUSANA FIELD LABORATORY AREA IV RADIOLOGICAL STUDY VENTURA COUNTY, CALIFORNIA"

Transcription

1 NORMALIZATION REPORT GAMMA RADIATION DETECTION SYSTEMS SANTA SUSANA FIELD LABORATORY AREA IV RADIOLOGICAL STUDY VENTURA COUNTY, CALIFORNIA 1.0 INTRODUCTION Gamma detection systems scan the ground surface to detect gamma radiation anomalies as part of the Santa Susana Field Laboratory (SSFL) Area IV Radiological Study. These detection systems differ by the number and arrangement of detectors and their overall size and mobility. The systems are designed to provide as much scanning coverage as possible, given that the site terrain includes flat, sloped, steep sloped and rocky surfaces. Due to the highly varied terrain, one gamma detection system is not sufficient to obtain complete surface coverage. Figure 1 shows four ground scanning detection system configurations currently in use for the study. All feature large sodium iodide (NaI) detectors mounted beneath mobile platforms. Each configuration is best suited to operate in specific types of terrain and survey areas. The detection systems are: The enhanced radiation ground scanner (ERGS) II is an all terrain vehicle with an array of eight NaI detectors mounted on a telehandler (a telescoping forklift). Due to the size and weight of the detector array and the telehandler, the ERGS II mainly covers relatively open, flat or gently sloped terrain, however telescoping enables some access to relatively small steep areas. The mule mounted gamma scanner (MMGS) is two large NaI detectors placed on outriggers, separated by approximately 40 inches, which are saddle-mounted on a mule. The MMGS primarily covers sloped to steeped sloped terrain which may be rocky or unsuitable for the ERGS II to scan. The MMGS can cover biologically or culturally sensitive areas whereas the ERGS II and the TMGS may cause more soil disturbance. The track mounted gamma scanner (TMGS) is two large NaI mounted on a gasoline-powered platform which is propelled using two rubber tracks. The TMGS can scan level to steep sloped terrain, but may not be the best choice for highly-variable rocky surfaces. The wheel mounted gamma scanner (WMGS) is a hand-propelled three wheeled cart with a single large NaI detector. This detection system mainly covers smaller areas which cannot be accessed by the other systems. In Figure 1, the ERGS II is shown at the upper left, the MMGS is upper right, the TMGS is lower left, and the WMGS is lower right. Each system has a display to monitor in real time the scanning path and survey coverage, gamma data, global positioning system (GPS), and other information. An important consideration is that a balance must be struck between Santa Susana Field Laboratory Normalization Report 1 HydroGeoLogic, Inc. 6/1/2011

2 gamma detection sensitivity and the size, weight, and maneuverability of these detection system platforms in the field. The ERGS II is operated 15 inches above the ground surface with a maximum velocity of 2 feet per second. The MMGS outrigger frame allows for minor size adjustments to maintain a consistent scanning height when different mules are in service. The MMGS scans at a height of 35 inches with an optimal maximum velocity of 4 feet per second. The WMGS has a single detector mounted on a fixed-wheel cart at 12 inches height with a 2 foot per second maximal velocity. Figure 1 Photographs of various large NaI detection systems Figure 1 shows at the upper left an all-terrain vehicle mounted detection system called the ERGS II which contains eight detectors and a 48-inch by 16-inch active detector surface. The detector array is encased in a metal shield with lead and copper lining to reduce radiation from above and the sides and to maximize sensitivity to radiation from the ground. At the upper right, the MMGS has one detector on each side of a pack mule and MMGS scanning is guided by a mule handler. At the bottom left, the TMGS has two parallel detectors mounted on a flexible platform propelled by a gasoline powered engine. Lastly, at bottom right, the WMGS photograph shows a field computer, the GPS unit (at front), and a single downward-facing detector. The MMGS, TMGS, and WMGS are also shielded, but to a lesser degree than the ERGS II to reduce detection system weight for mobility in the field. Santa Susana Field Laboratory Normalization Report 2 HydroGeoLogic, Inc. 6/1/2011

3 The gamma radiation total count rate measurements from these systems vary widely due to the number of detectors and system configurations. The differences in count rates are observed even if each system scans the same parcel of ground. In order to integrate, map, and evaluate data collected from different detection systems on an equal basis, the gamma data must be normalized. The total gamma count rates trend: ERGS II is greater than TMGS, which is greater than MMGS, which is greater than WMGS. Each system is normalized to the ERGS II with the greatest detection sensitivity. The selection of a detection system to scan a particular survey section considers both a detection system s sensitivity and its ability to scan the terrain. In general, the most sensitive detection system that is capable of scanning the terrain will be selected. Spectral count rate data in the form of standardized regions of interest for identification of specific radionuclides are proportional to the total count rate trends in the absence of radionuclide contamination. This means the normalization factors determined with total count rates apply to the normalization of radionuclide regions of interest. The focus of this report is to describe the normalization process and document the findings. As each system is unique, the detection sensitivities will differ between configurations. That is the focus of the gamma scanning sensitivity report which is separate from this document. 2.0 METHODS The first step in normalizing data from the detection systems was to collect measurements for each system from the same plot of ground. This required selection of field gamma normalization areas. Next, the data was collected, processed, and summarized for analysis. Finally, through statistical analysis, a normalization ratio for each system was determined using the mean total count rates and standard deviation of each system. Mean total count rates were used to compute normalization factors. Standard deviations provide information to characterize each system. This report has been revised to normalize the TMGS which was developed subsequent to the development, field testing, and mobilization of the other detection systems. The data collection for the initial normalization report was conducted in November 2010 at the end of the 2010 dry season. The TMGS data was collected in the spring of 2011 at the end of the wet season. Total gamma count rates from scanning surface soils are influenced by a number of environmental factors which include surface soil moisture content. Increases in soil moisture correlate with a decrease in total count rates. 2.1 SELECT FIELD GAMMA NORMALIZATION AREAS The criteria for optimal survey areas included: Survey areas must be relatively flat, so that each detection system can access and scan the same parcel of ground entirely. The area or areas should be large enough to be representative of Subarea 5C. Santa Susana Field Laboratory Normalization Report 3 HydroGeoLogic, Inc. 6/1/2011

4 Data from the normalization survey areas should be approximately equal to the mean of the entire Subarea. During the physical assessment of the terrain in Subarea 5C, field staff noted particular locations which met the first criteria. As scanning was underway in Subarea 5C, the gamma data was evaluated to discern gamma radiation anomalies. During this evaluation process, a Subarea 5C mean of the total gamma count rate was calculated. Subarea 5C contained approximately 20 acres of survey area. Half an acre was deemed to be sufficient to represent the subarea, thus a half acre area was targeted for conducting normalization surveys. However, no areas in Subarea 5C were found with one contiguous half acre which had been cleared of vegetation for gamma scanning. Therefore, two areas were selected for normalization survey sites - one containing 0.34 acres and one containing 0.27 acres, totaling 0.61 acres. Figure 2 shows the selected normalization survey areas which were located in Subarea 5C, in Survey Sections SS-1 and SS-6. Both of these highlighted areas met the first two criteria for use as representative survey sites. Gamma data (total counts per second) is shown in Table 1. The ERGS II is the most sensitive detection system therefore the other systems will be normalized the ERGS II system. Table 1 is a comparison of the data measured in the two normalization survey sections, the summation of the normalization area data, and Subarea 5C. At the bottom of Table 1, the gamma count rate data have been divided by the mean count rate of Subarea 5C to compare the data from each area. Both of the normalization areas are less than 3 percent different from the Subarea 5C mean count rate. This is considered highly representative of the local area. For comparison, the ERGS II mean for Subarea 5C plus or minus one standard deviation about the mean is a range of 12, counts per second. The normalization survey area mean count rate data are well within this range of values. The maximum measurements collected by the ERGS II in Subarea 5C were 23,067 counts per second which is 80 percent greater than the Subarea 5C mean. Hence, the survey areas selected for normalization are acceptable and representative of the entire subarea. Santa Susana Field Laboratory Normalization Report 4 HydroGeoLogic, Inc. 6/1/2011

5 Figure 2 Normalization Survey Areas in Subarea 5C, SS-1 and SS-6 Each area was accessible by all of the detection systems and cleared of vegetation for scanning. The gamma data of these survey areas were inspected to ensure that both areas were free of anomalies and contained data which was representative of Subarea 5C. Table 1 ERGS II Fall 2010 Data Comparison of Normalization Areas and Subarea 5C Parameter SS-1 SS-6 Combined Total of 5C* Collection time (seconds): Mean count rate (cps): Standard deviation (cps): Mean of area/5c mean: 102.8% 101.0% 102.4% 100.0% Notes: *The gamma data collected with the ERGS II from Subarea 5C was summarized, evaluated, and then particular areas were excluded from calculation of the local Subarea 5C mean and standard deviation. These survey area data were excluded based on rigorous evaluation, and were essentially non-native surfaces, such as roadways, parking lots, and man-made drainages. Both asphalt and concrete often have gamma radiation signatures which significantly differ from soils, which is because of the source materials used in the asphalt or concrete construction. cps counts per second Santa Susana Field Laboratory Normalization Report 5 HydroGeoLogic, Inc. 6/1/2011

6 2.2 SURVEY DATA COLLECTION AND PROCESSING Gamma surveys were performed using the ERGS II, MMGS, TMGS, and WMGS to provide complete coverage of both normalization survey areas. During surveying, the detection systems typically scan in linear transects and must periodically turn 180 degrees at the boundary of the area so the survey area is completely covered. The turnaround data were eliminated during post-processing so that the normalization data from each detection system was compared for precisely the same survey areas. Figure 3 illustrates mapped coverage of the normalization areas using WMGS survey data as an example. Data post-processing removes or clips the turn-around data. Figure 3 WMGS map of data clipped to the normalization survey areas. 2.3 EVALUATE SURVEY AREA GAMMA DATA STATISTICS Table 2 shows calculated statistics for each scanning area using ArcGIS. These were tabulated for each normalization survey section, and combined for both sections. The table includes the collection time, minimum count rate, maximum count rate, mean count rate, and standard deviation data from each detection system. For the fall 2010 surveys, the ERGS II has the greatest count rates, the MMGS the next greatest, and the WMGS the least. Santa Susana Field Laboratory Normalization Report 6 HydroGeoLogic, Inc. 6/1/2011

7 Table 3 contains the spring 2011 data for the ERGS II and TMGS. The ERGS II data are repeated in Tables 2 and 3 because the soil moisture was expected to be significantly different between the end of the dry season (November 2010) and the end of the wet season (April-May, 2011). The ERGS II combined mean count rate data from these two different surveys differ by approximately 10 percent, with the end of the wet season having a lower mean total count rate (11,960 cps) than that of the end of the dry season (13,133 cps). This difference is consistent with the expected decrease in gamma count rate due to increased soil moisture. For the spring 2011 surveys, the ERGS II count rates greatly exceed those of the TMGS. Table 2 Gamma Count Data and Statistics of ERGS II, MMGS, and WMGS (Fall 2010) System Parameter SS-1 SS-6 Combined Collection Time (seconds): Minimum (cps): ERGS II Maximum (cps): Mean (cps): Standard Deviation (cps): Collection Time (seconds): Minimum (cps): MMGS Maximum (cps): Mean (cps): Standard Deviation (cps): Collection Time (seconds): Minimum (cps): WMGS Maximum (cps): Mean (cps): Standard Deviation (cps): Santa Susana Field Laboratory Normalization Report 7 HydroGeoLogic, Inc. 6/1/2011

8 Table 3 Gamma Count Data and Statistics of the ERGS II and TMGS (Spring 2011) System Parameter SS-1 SS-6 Combined ERGS II TMGS Collection Time (seconds): Minimum (cps): Maximum (cps): Mean (cps): Standard Deviation (cps): Collection Time (seconds): Minimum (cps): Maximum (cps): Mean (cps): Standard Deviation (cps): RESULTS AND DISCUSSION 3.1 CALCULATION AND APPLICATION OF NORMALIZATION FACTORS Table 4 contains the summarized raw gamma statistical data of each system, the normalization factors, and the application of the normalization factors to the gamma count rate data of each system. The normalization factors were calculated by dividing the mean count rate data of each detection system by the mean count rate of the ERGS II. The MMGS and WMGS were normalized to the fall 2010 ERGS II data whereas the TMGS was normalized to the spring 2011 ERGS II data. The resulting normalization factors are for the ERGS II, for the TMGS, for the MMGS, and for the WMGS. Prior to normalization, the raw data vary by up to a factor of six and one-half. By definition, after normalization the mean count rates are equal. Interestingly, the standard deviations of the different systems are highly similar which provides a fair degree of confidence that normalization will work well for gamma data collected sitewide. Additional confidence is provided by noting the minimum and maximum count rates among the detection systems. These data are remarkably consistent, especially considering that these systems scan at different heights. Santa Susana Field Laboratory Normalization Report 8 HydroGeoLogic, Inc. 6/1/2011

9 Table 4 Raw and Normalized Gamma Count Rate Data Collection Period Fall 2010 Spring 2011 Raw Data ERGS II MMGS WMGS ERGS II TMGS Minimum (cps): Maximum (cps): Mean (cps): Standard Deviation (cps): Normalization Factor Normalized Data ERGS II MMGS WMGS ERGS II TMGS Minimum (cps): Maximum (cps): Mean (cps): Standard Deviation (cps): VERIFICATION The purpose of normalization is to provide a means to combine gamma radiation data from all detection systems and compare those data on an equal basis. Assembling the data from different sources into one file and mapping those gamma count rates without normalization would be like comparing apples to oranges. The resulting merged data surface on the map would be very jagged with points of one detection system, interspersed with points of other systems. Once normalized, the resulting merged data surface appears as if all data could have been collected by one detection system. Figure 4 shows two gamma total count rate maps of a portion of Subarea 5C. The data shown in the top map has been normalized and that shown in the bottom map has not. The count rate scales are equivalent in both maps, with yellow representing the lowest gamma count rate data and indigo representing the highest data. Inspecting Figure 4, the normalized data appear as a relatively smooth and natural interpolated surface. For example, in the left central part of the bottom map (pre-normalization), a large disparity between contiguous surface areas is seen whereas in the top map (post-normalization) most of this disparity is eliminated and the map surface is contiguous. Another example is seen in the central right part of these maps. At bottom, there is a very high degree of contrast over gamma data depicting a road surface with turnouts. This particular data spans from the deepest indigo to the lightest yellow which shows data spans the entire range of count rates. Comparing the bottom map with the top, the data form an integrated representation of the scanned surface and the road and turnouts can be easily discerned. Santa Susana Field Laboratory Normalization Report 9 HydroGeoLogic, Inc. 6/1/2011

10 Figure 4 Top Figure: After data normalization Bottom Figure: Before data normalization One can clearly see the benefits of merging and normalizing the gamma data. Both the medial count rate data at left and the highest count rate data at central right (the road surface) benefit Santa Susana Field Laboratory Normalization Report 10 HydroGeoLogic, Inc. 6/1/2011

11 from normalization and permit an integrated assessment of mapped total gamma count rate data. 4.0 CONCLUSION All data collected during gamma scanning activities will be normalized using the normalization factors presented in this document. Only normalized data will be used to determine the presence of gamma radiation anomalies. Santa Susana Field Laboratory Normalization Report 11 HydroGeoLogic, Inc. 6/1/2011

Airborne Radiological Characterization Surveys in Inaccessible Areas Due to the Presence of Munitions and Explosives of Concern (MEC)

Airborne Radiological Characterization Surveys in Inaccessible Areas Due to the Presence of Munitions and Explosives of Concern (MEC) Airborne Radiological Characterization Surveys in Inaccessible Areas Due to the Presence of Munitions and Explosives of Concern (MEC) - 9358 Gregory Miller, JD*, Shawn Googins, CHP*, David Watters, CHP*,

More information

APPENDIX E INSTRUMENT VERIFICATION STRIP REPORT. Final Remedial Investigation Report for the Former Camp Croft Spartanburg, South Carolina Appendices

APPENDIX E INSTRUMENT VERIFICATION STRIP REPORT. Final Remedial Investigation Report for the Former Camp Croft Spartanburg, South Carolina Appendices Final Remedial Investigation Report for the Former Camp Croft APPENDIX E INSTRUMENT VERIFICATION STRIP REPORT Contract No.: W912DY-10-D-0028 Page E-1 Task Order No.: 0005 Final Remedial Investigation Report

More information

Closed Castner Firing Range Remedial Investigation

Closed Castner Firing Range Remedial Investigation Closed Castner Firing Range Remedial Investigation Technical Project Planning (TPP) Meeting #3 9:00 AM 1:00 PM Imagine the result Meeting Agenda Meeting Goals Remedial Investigation (RI) Project Objectives

More information

Land and Waste Characterisation. In-situ and bulk assay technologies

Land and Waste Characterisation. In-situ and bulk assay technologies Land and Waste Characterisation In-situ and bulk assay technologies Helen Beddow 1 Content Land Characterisation Development of the Groundhog system Groundhog and high resolution gamma spectrometry for

More information

b. Building Areas or Building Pads having an average grade steeper than 5% (some elevation information may be required to verify grade).

b. Building Areas or Building Pads having an average grade steeper than 5% (some elevation information may be required to verify grade). Snyderville Basin G. Site Plan Requirements: Three (3) copies of a site plan, a minimum size of 11" x 17" (must be legible) and a maximum size of 36" x 48" shall be submitted with all building permit applications

More information

SUMMIT COUNTY PLANNING AND ENGINEERING DEPARTMENT

SUMMIT COUNTY PLANNING AND ENGINEERING DEPARTMENT SUMMIT COUNTY PLANNING AND ENGINEERING DEPARTMENT SINGLE-FAMILY SITE PLAN INFORMATION PACKET GENERAL INFORMATION This information packet explains how your application for a single-family site plan will

More information

appendix f: slope density

appendix f: slope density CONTENTS: F-2 Statement of Purpose F-3 Discussion of Slope F-4 Description of Slope Density The Foothill Modified Slope Density The Foothill Modified 1/2 Acre slope density The 5 20 slope density F-7 How

More information

HAMILTON TOWNSHIP Department of Planning and Zoning Application for a Commercial / Industrial Site Plan Review

HAMILTON TOWNSHIP Department of Planning and Zoning Application for a Commercial / Industrial Site Plan Review HAMILTON TOWNSHIP Department of Planning and Zoning Application for a Commercial / Industrial Site Plan Review Date: Application is hereby made for a Site Plan Review for a commercial or industrial use.

More information

SECTION 3. Housing. FAppendix F SLOPE DENSITY

SECTION 3. Housing. FAppendix F SLOPE DENSITY SECTION 3 Housing FAppendix F SLOPE DENSITY C-2 Housing Commission Attachment B Appendix F Slope Density STATEMENT OF PURPOSE This appendix has been prepared with the intent of acquainting the general

More information

Last Name: First Name: M.I:

Last Name: First Name: M.I: ARCHITECTURE DESIGN REVIEW BOARD APPLICATION OFFICE USE ONLY APPLICATION # Permit # Fee Collected $ 1. Filing Status Initial Submission Amendment Withdrawal 2. Cost of Construction (Industry Standards)

More information

TxDOT Project : Evaluation of Pavement Rutting and Distress Measurements

TxDOT Project : Evaluation of Pavement Rutting and Distress Measurements 0-6663-P2 RECOMMENDATIONS FOR SELECTION OF AUTOMATED DISTRESS MEASURING EQUIPMENT Pedro Serigos Maria Burton Andre Smit Jorge Prozzi MooYeon Kim Mike Murphy TxDOT Project 0-6663: Evaluation of Pavement

More information

CITY OF EL MIRAGE DEVELOPMENT APPLICATION PROCESS

CITY OF EL MIRAGE DEVELOPMENT APPLICATION PROCESS DEVELOPMENT APPLICATION PROCESS Development Applications are reviewed by the El Mirage Technical Advisory Committee (TAC) to ensure Building, Engineering and Zoning compliance before scheduling public

More information

SUBMITTAL REQUIREMENTS FOR USE PROCESS III OR PROCESS IV

SUBMITTAL REQUIREMENTS FOR USE PROCESS III OR PROCESS IV COMMUNITY DEVELOPMENT DEPARTMENT 33325 8 th Avenue South Federal Way WA 98003 253-835-2607; Fax 253-835-2609 www.cityoffederalway.com SUBMITTAL REQUIREMENTS FOR USE PROCESS III OR PROCESS IV USE PROCESS

More information

Anne Arundel County Dept. of Inspections and Permits Storm Drain Checklist

Anne Arundel County Dept. of Inspections and Permits Storm Drain Checklist Project Name Project Number Engineer Plans are to be designed based on the standards set forth in the Anne Arundel County Design Manual Standards and Specifications, and all other manuals as stipulated

More information

APPLICATION FOR PLANNED UNIT DEVELOPMENT (PUD) DEVELOPMENT PLAN

APPLICATION FOR PLANNED UNIT DEVELOPMENT (PUD) DEVELOPMENT PLAN 209 S. Main Street Marysville, Ohio 43040 Phone: (937) 645-7350 Fax: (937) 645-7351 www.marysvilleohio.org APPLICATION FOR PLANNED UNIT DEVELOPMENT (PUD) DEVELOPMENT PLAN *** IMPORTANT INFORMATION ~ Please

More information

CITY OF EL MIRAGE DEVELOPMENT APPLICATION PROCESS

CITY OF EL MIRAGE DEVELOPMENT APPLICATION PROCESS DEVELOPMENT APPLICATION PROCESS I. Technical Advisory Committee (TAC) 1. Submit TAC Review Application (See Page 3 for TAC Review Application Requirements) 2. Review of TAC Review Application by Technical

More information

Example of Analysis of Yield or Landsat Data Based on Assessing the Consistently Lowest 20 Percent by Using

Example of Analysis of Yield or Landsat Data Based on Assessing the Consistently Lowest 20 Percent by Using GIS Ag Maps www.gisagmaps.com Example of Analysis of Yield or Landsat Data Based on Assessing the Consistently Lowest 20 Percent by Using Soil Darkness, Flow Accumulation, Convex Areas, and Sinks Two aspects

More information

SPECIFICATIONS FOR THE INSTALLATION OF CONDUIT SYSTEMS IN RESIDENTIAL SUBDIVISIONS. Notification of Completed Conduit Sections

SPECIFICATIONS FOR THE INSTALLATION OF CONDUIT SYSTEMS IN RESIDENTIAL SUBDIVISIONS. Notification of Completed Conduit Sections SPECIFICATIONS FOR THE INSTALLATION OF CONDUIT SYSTEMS IN RESIDENTIAL SUBDIVISIONS Section 1 Definitions 2 Scope of Work 3 Extent of Work 4 Inspection and Performance of Work 5 Trenching 6 Duct Installation

More information

Statewide Orthoimagery 2010 Data Delivery (excerpts for imagery review)

Statewide Orthoimagery 2010 Data Delivery (excerpts for imagery review) Statewide Orthoimagery 2010 Data Delivery (excerpts for imagery review) Center for Geographic Information and Analysis Tim Johnson, Director March 2011 Project In Brief City of Durham PSAP Funded by NC

More information

Town of Skowhegan Application For Development Review

Town of Skowhegan Application For Development Review Town of Skowhegan Application For Development Review Return to: Skowhegan Planning Office 225 Water St., Skowhegan, ME 04976 (207) 474-6904 skowcodesec@skowhegan.org To be filled in by Staff: Project Name:

More information

Using a Sky Projection to Evaluate Pseudorange Multipath and to Improve the Differential Pseudorange Position

Using a Sky Projection to Evaluate Pseudorange Multipath and to Improve the Differential Pseudorange Position Using a Sky Projection to Evaluate Pseudorange Multipath and to Improve the Differential Pseudorange Position Dana G. Hynes System Test Group, NovAtel Inc. BIOGRAPHY Dana Hynes has been creating software

More information

Comparison of Receive Signal Level Measurement Techniques in GSM Cellular Networks

Comparison of Receive Signal Level Measurement Techniques in GSM Cellular Networks Comparison of Receive Signal Level Measurement Techniques in GSM Cellular Networks Nenad Mijatovic *, Ivica Kostanic * and Sergey Dickey + * Florida Institute of Technology, Melbourne, FL, USA nmijatov@fit.edu,

More information

Dust Measurements With The DIII-D Thomson system

Dust Measurements With The DIII-D Thomson system Dust Measurements With The DIII-D Thomson system The DIII-D Thomson scattering system, consisting of eight ND:YAG lasers and 44 polychromator detection boxes, has recently been used to observe the existence

More information

Science on the Fly. Preview. Autonomous Science for Rover Traverse. David Wettergreen The Robotics Institute Carnegie Mellon University

Science on the Fly. Preview. Autonomous Science for Rover Traverse. David Wettergreen The Robotics Institute Carnegie Mellon University Science on the Fly Autonomous Science for Rover Traverse David Wettergreen The Robotics Institute University Preview Motivation and Objectives Technology Research Field Validation 1 Science Autonomy Science

More information

Understanding Seismic Amplitudes

Understanding Seismic Amplitudes Understanding Seismic Amplitudes The changing amplitude values that define the seismic trace are typically explained using the convolutional model. This model states that trace amplitudes have three controlling

More information

Land Navigation / Map Reading

Land Navigation / Map Reading Land Navigation / Map Reading What is the Field Manual for map reading and land navigation? FM 3-25.26 What are the basic colors of a map, and what does each color represent? Black - Indicates cultural

More information

Application for Site Plan Review

Application for Site Plan Review Application for Site Plan Review 3275 Central Blvd., Hudsonville, Michigan 49426-1450, 616.669.0200 fax 616.669.2330 It is STRONGLY recommended that any application that must go before the Planning Commission

More information

Technical information about PhoToPlan

Technical information about PhoToPlan Technical information about PhoToPlan The following pages shall give you a detailed overview of the possibilities using PhoToPlan. kubit GmbH Fiedlerstr. 36, 01307 Dresden, Germany Fon: +49 3 51/41 767

More information

MIL-STD-883H METHOD ULTRASONIC INSPECTION OF DIE ATTACH

MIL-STD-883H METHOD ULTRASONIC INSPECTION OF DIE ATTACH * ULTRASONIC INSPECTION OF DIE ATTACH 1. PURPOSE. The purpose of this examination is to nondestructively detect unbonded regions, delaminations and/or voids in the die attach material and at interfaces

More information

Viewing Environments for Cross-Media Image Comparisons

Viewing Environments for Cross-Media Image Comparisons Viewing Environments for Cross-Media Image Comparisons Karen Braun and Mark D. Fairchild Munsell Color Science Laboratory, Center for Imaging Science Rochester Institute of Technology, Rochester, New York

More information

REPORT TO COUNCIL DORWICK DITCH PETITION REHABILITATION PROJECT JUNE 8, 2016

REPORT TO COUNCIL DORWICK DITCH PETITION REHABILITATION PROJECT JUNE 8, 2016 REPORT TO COUNCIL DORWICK DITCH PETITION REHABILITATION PROJECT JUNE 8, 2016 Based on a preliminary study by Euthenics, Inc. www.euthenics_inc.com 1 SECTION I GENERAL INFORMATION AND EXISTING CONDITIONS

More information

Generic noise criterion curves for sensitive equipment

Generic noise criterion curves for sensitive equipment Generic noise criterion curves for sensitive equipment M. L Gendreau Colin Gordon & Associates, P. O. Box 39, San Bruno, CA 966, USA michael.gendreau@colingordon.com Electron beam-based instruments are

More information

Pave-IR Scan TM Primer

Pave-IR Scan TM Primer SHRP2 Solution: Technologies to Enhance Quality Control on Asphalt Pavements Introduction Pave-IR Scan TM Primer In-place density is a critical factor in determining pavement durability in hot mix asphalt

More information

Geophysical Survey Rock Hill Bleachery TBA Site Rock Hill, South Carolina EP-W EPA, START 3, Region 4 TABLE OF CONTENTS Section Page Signature

Geophysical Survey Rock Hill Bleachery TBA Site Rock Hill, South Carolina EP-W EPA, START 3, Region 4 TABLE OF CONTENTS Section Page Signature Geophysical Survey Rock Hill Bleachery TBA Site Rock Hill, South Carolina EP-W-05-054 EPA, START 3, Region 4 Prepared for: Tetra Tech EM, Inc. October 12, 2012 Geophysical Survey Rock Hill Bleachery TBA

More information

E/ECE/324/Rev.1/Add.64/Rev.2/Amend.2 E/ECE/TRANS/505/Rev.1/Add.64/Rev.2/Amend.2

E/ECE/324/Rev.1/Add.64/Rev.2/Amend.2 E/ECE/TRANS/505/Rev.1/Add.64/Rev.2/Amend.2 17 October 2014 Agreement Concerning the Adoption of Uniform Technical Prescriptions for Wheeled Vehicles, Equipment and Parts which can be Fitted and/or be Used on Wheeled Vehicles and the Conditions

More information

Minor Site Plan Application

Minor Site Plan Application Section 496-11.3.6 of the City Code: Minor Site Plan Review allows for review of the site design of routine development applications that are eligible to be processed administratively. Procedure 1. If

More information

MINIMUM DRAWING REQUIREMENTS FOR WATER AND SEWER LINE PROJECTS

MINIMUM DRAWING REQUIREMENTS FOR WATER AND SEWER LINE PROJECTS Public Works Department Water & Wastewater Services WATER & WASTEWATER ENGINEERING DIVISION 2555 West Copans Road Pompano Beach, Florida 33369 954-831-0745 FAX 954-831-0798/0925 MINIMUM DRAWING REQUIREMENTS

More information

Permit Application. General Information

Permit Application. General Information Town of Permit Application Application Date: / /20 Permit Type Requested: [ ] New Construction [ ] Expansion [ ] Accessory Building [ ] Reconstruction [ ] Earth Moving [ ] Dock/Deck [ ] Fence [ ] Foundation

More information

Detection of Obscured Targets

Detection of Obscured Targets Detection of Obscured Targets Waymond R. Scott, Jr. and James Mcclellan School of Electrical and Computer Engineering Georgia Institute of Technology Atlanta, GA 30332-0250 waymond.scott@ece.gatech.edu

More information

Major Site Plan Application

Major Site Plan Application Procedure Section 496-11.3.7 of the City Code: Major Site Plan Review allows for the discretionary review of the site configuration and architectural design of projects which, due to their magnitude, are

More information

Application Note (A13)

Application Note (A13) Application Note (A13) Fast NVIS Measurements Revision: A February 1997 Gooch & Housego 4632 36 th Street, Orlando, FL 32811 Tel: 1 407 422 3171 Fax: 1 407 648 5412 Email: sales@goochandhousego.com In

More information

Installation and user manual EFIT 850 sensor

Installation and user manual EFIT 850 sensor Installation and user manual EFIT 850 sensor GB-DAS 1 Table of content 1 Sensors and control zones 3 1.1 Sensor types and function 3 1.2 Control zones 4 1.3 Assign sensors to control zones 5 2 Placing

More information

Photo Grid Analysis. Concept

Photo Grid Analysis. Concept Photo Grid Analysis Concept Changes in vegetation, soil, fuel loading, streambanks, or other photographed items can be monitored by outlining the items on a clear plastic sheet that is then placed over

More information

Report. Mearns Consulting LLC. Former Gas Station 237 E. Las Tunas Drive San Gabriel, California Project # E

Report. Mearns Consulting LLC. Former Gas Station 237 E. Las Tunas Drive San Gabriel, California Project # E Mearns Consulting LLC Report Former Gas Station 237 E. Las Tunas Drive San Gabriel, California Project #1705261E Charles Carter California Professional Geophysicist 20434 Corisco Street Chatsworth, CA

More information

Site Plan Review Application. Interest in the Property (e.g. fee simple, land option, etc.)

Site Plan Review Application. Interest in the Property (e.g. fee simple, land option, etc.) 1. Identification CITY OF FENTON 301 South Leroy Street Fenton, Michigan 48430-2196 (810) 629-2261 FAX (810) 629-2004 Site Plan Review Application Project Name Applicant Name Address City/State/Zip Phone

More information

Recommended Changes to the Public Hearing Draft Zoning Ordinance

Recommended Changes to the Public Hearing Draft Zoning Ordinance DATE: December 6, 2016 TO: Village of Oak Park FROM: Arista Strungys SUBJECT: Recommended Changes Recommended Changes to the Public Hearing Draft Zoning Ordinance ZONING MAP» Edit to remove right-of-way

More information

DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS PRINCESS PALM AVENUE, SUITE 120 TAMPA, FLORIDA

DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS PRINCESS PALM AVENUE, SUITE 120 TAMPA, FLORIDA DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 10117 PRINCESS PALM AVENUE, SUITE 120 TAMPA, FLORIDA 33610 REPLY TO ATTENTION OF October 12, 2012 Tampa Permits Section SAJ-2011-00551 (IP-TEH)

More information

A Study of Conducted-Emission Stable Source Applied to the EMC US and EU Standards

A Study of Conducted-Emission Stable Source Applied to the EMC US and EU Standards Fourth LACCEI International Latin American and Caribbean Conference for Engineering and Technology (LACCEI 2006) Breaking Frontiers and Barriers in Engineering: Education, Research and Practice, 21-23

More information

A Report on the Ground Penetrating Radar Survey 205 Little Plains Road Southampton, NY

A Report on the Ground Penetrating Radar Survey 205 Little Plains Road Southampton, NY A Report on the Ground Penetrating Radar Survey 205 Little Plains Road Southampton, NY November 18, 2016 Conducted by Robert W. Perry TOPOGRAPHIX, LLC Hudson, NH Requested by Southampton Town Historical

More information

UTAH ARMY NATIONAL GUARD

UTAH ARMY NATIONAL GUARD SECRETARY OF DEFENSE ENVIRONMENTAL AWARDS 2018 UTAH ARMY NATIONAL GUARD ENVIRONMENTAL RESTORATION, INSTALLATION INTRODUCTION AND BACKGROUND The Wood Hollow Training Area (WHTA) lies adjacent to the Utah

More information

PART XII: TOPOGRAPHIC SURVEYS

PART XII: TOPOGRAPHIC SURVEYS PART XII: TOPOGRAPHIC SURVEYS 12.1 Purpose and Scope The purpose of performing topographic surveys is to map a site for the depiction of man-made and natural features that are on, above, or below the surface

More information

VARIANCE APPLICATION (NO SITE PLAN OR SUBDIVISION)

VARIANCE APPLICATION (NO SITE PLAN OR SUBDIVISION) VARIANCE APPLICATION (NO SITE PLAN OR SUBDIVISION) 190-66. General procedure for completeness review. A. In order to be determined complete for review by the Board, all of the required information must

More information

Applications of Acoustic-to-Seismic Coupling for Landmine Detection

Applications of Acoustic-to-Seismic Coupling for Landmine Detection Applications of Acoustic-to-Seismic Coupling for Landmine Detection Ning Xiang 1 and James M. Sabatier 2 Abstract-- An acoustic landmine detection system has been developed using an advanced scanning laser

More information

CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST

CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO. 2012-16A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST 2014 CHAIN LINK FENCE SPECIFICATIONS Chain link fence,

More information

ANALYSIS OF ONE YEAR OF ZERO-BASELINE GPS COMMON-VIEW TIME TRANSFER AND DIRECT MEASUREMENT USING TWO CO-LOCATED CLOCKS

ANALYSIS OF ONE YEAR OF ZERO-BASELINE GPS COMMON-VIEW TIME TRANSFER AND DIRECT MEASUREMENT USING TWO CO-LOCATED CLOCKS ANALYSIS OF ONE YEAR OF ZERO-BASELINE GPS COMMON-VIEW TIME TRANSFER AND DIRECT MEASUREMENT USING TWO CO-LOCATED CLOCKS Gerrit de Jong and Erik Kroon NMi Van Swinden Laboratorium P.O. Box 654, 2600 AR Delft,

More information

NXDN Signal and Interference Contour Requirements An Empirical Study

NXDN Signal and Interference Contour Requirements An Empirical Study NXDN Signal and Interference Contour Requirements An Empirical Study Icom America Engineering December 2007 Contents Introduction Results Analysis Appendix A. Test Equipment Appendix B. Test Methodology

More information

Application Submittal Checklist for a BASIC USE PERMIT (BUP) Planning & Development Department Planning Division

Application Submittal Checklist for a BASIC USE PERMIT (BUP) Planning & Development Department Planning Division Application Submittal Checklist for a BASIC USE PERMIT (BUP) APPLICABILITY. This checklist should be used when submitting an application for a Basic Use Permit. When is a Basic Use Permit required? Section

More information

SITE PLAN, SUBDIVISION & EXTERIOR DESIGN REVIEW PROCESS

SITE PLAN, SUBDIVISION & EXTERIOR DESIGN REVIEW PROCESS INCORPORATED VILLAGE OF ROCKVILLE CENTRE BUILDING DEPARTMENT SITE PLAN, SUBDIVISION & EXTERIOR DESIGN REVIEW PROCESS Presubmission - Prior to a formal submission, the applicant should meet in person with

More information

CITY OF MERCER ISLAND DEVELOPMENT SERVICES GROUP 9611 SE 36 th Street, Mercer Island, WA (206)

CITY OF MERCER ISLAND DEVELOPMENT SERVICES GROUP 9611 SE 36 th Street, Mercer Island, WA (206) CITY OF MERCER ISLAND DEVELOPMENT SERVICES GROUP 9611 SE 36 th Street, Mercer Island, WA 98040 (206) 275-7605 SUBMITTAL REQUIREMENTS FOR DESIGN COMMISSION APPROVAL & SIGNAGE APPROVAL PURPOSE: Design Commission

More information

Signal Detection with EM1 Receivers

Signal Detection with EM1 Receivers Signal Detection with EM1 Receivers Werner Schaefer Hewlett-Packard Company Santa Rosa Systems Division 1400 Fountaingrove Parkway Santa Rosa, CA 95403-1799, USA Abstract - Certain EM1 receiver settings,

More information

DESIGN AND OPERATION OF A WIDE RANGE SEGMENTED GAMMA RAY SCANNING ASSAY INSTRUMENT FOR THE MEASUREMENT OF BOTH LOW AND INTERMEDIATE LEVEL WASTE

DESIGN AND OPERATION OF A WIDE RANGE SEGMENTED GAMMA RAY SCANNING ASSAY INSTRUMENT FOR THE MEASUREMENT OF BOTH LOW AND INTERMEDIATE LEVEL WASTE 11-A-424-INMM DESIGN AND OPERATION OF A WIDE RANGE SEGMENTED GAMMA RAY SCANNING ASSAY INSTRUMENT FOR THE MEASUREMENT OF BOTH LOW AND INTERMEDIATE LEVEL WASTE John A. Mason, Marc R. Looman, Robert A. Price

More information

Optical measurement of narrow holes

Optical measurement of narrow holes Optical measurement of narrow holes By: Roei Yiftah, Industrial Product Manager; Moshe Danziger, Application Engineer, and Shmulik Barzilay, International Sales Manager, Optimet General: Measuring deep

More information

Project Planning and Cost Estimating

Project Planning and Cost Estimating CHAPTER 17 Project Planning and Cost Estimating 17.1 INTRODUCTION Previous chapters have outlined and detailed technical aspects of photogrammetry. The basic tasks and equipment required to create various

More information

Surveying & Measurement. Detail Survey Topographic Surveying

Surveying & Measurement. Detail Survey Topographic Surveying Surveying & Measurement Detail Survey Topographic Surveying Introduction Mapping surveys are made to determine the relief of the earth s surface and locate critical points on it. to determine the locations

More information

Nuclear Associates , &

Nuclear Associates , & Nuclear Associates 76-810, 76-814 76-815 & 76-818 Bar Phantoms and Test Patterns Operators Manual March 2005 Manual No. 76-810-1 Rev. 2 2004, 2005 Fluke Corporation, All rights reserved. Printed in U.S.A.

More information

1.0 PURPOSE AND SCOPE

1.0 PURPOSE AND SCOPE Questa Rock Pile Stability StudySOP 51v2 Page 1 STANDARD OPERATING PROCEDURE NO. 51 COLLECTING THERMAL IMAGES REVISION LOG Revision Number Description Date 51v0 Original SOP by HRS and JMS 6-7-2004 51v1

More information

Digitization of Trail Network Using Remotely-Sensed Data in the CFB Suffield National Wildlife Area

Digitization of Trail Network Using Remotely-Sensed Data in the CFB Suffield National Wildlife Area Digitization of Trail Network Using Remotely-Sensed Data in the CFB Suffield National Wildlife Area Brent Smith DLE 5-5 and Mike Tulis G3 GIS Technician Department of National Defence 27 March 2007 Introduction

More information

8.1 Control. 8.2 Sheet Setup

8.1 Control. 8.2 Sheet Setup 8.1 Control Responsibility for development of the pipe data sheets is in the hands of the project s drainage or roadway designer. Pipe data sheets should be developed after the drainage design is fairly

More information

Appendix N. Haile Gold Mine EIS Supporting Information and Analysis for Visual Resources Assessment

Appendix N. Haile Gold Mine EIS Supporting Information and Analysis for Visual Resources Assessment Appendix N Supporting Information and Analysis for Visual Resources Assessment This page is left blank intentionally. Table of Contents Page N. Methodology for Identification of Key Observation Points

More information

1.1 GENERAL RECORD DRAWING REQUIREMENTS

1.1 GENERAL RECORD DRAWING REQUIREMENTS Page 1 of 5 VILLAGE OF ROMEOVILLE RECORD DRAWINGS CHECKLIST PART I GENERAL Record drawings are required to provide a means of schematic verification that the intent of the approved engineering design has

More information

Detection of Interfaces And Voids in Pipelines Using Gamma Scanning

Detection of Interfaces And Voids in Pipelines Using Gamma Scanning IOSR Journal of Applied Physics (IOSR-JAP) e-issn: 2278-4861.Volume 8, Issue 4 Ver. I (Jul. - Aug. 2016), PP 12-26 www.iosrjournals.org Detection of Interfaces And Voids in Pipelines Using Gamma Scanning

More information

Minor Site Plan Application and Checklist Land Disturbing Activities

Minor Site Plan Application and Checklist Land Disturbing Activities Minor Site Plan Application and Checklist Land Disturbing Activities INSTRUCTIONS: Please provide the requested information below. The Development Services Department reviews each site plan submittal based

More information

City of Keizer Floodplain/Greenway Development Application

City of Keizer Floodplain/Greenway Development Application City of Keizer Floodplain/Greenway Development Application If there are any questions about this application, who should be contacted (Agent)? Name: Address: Daytime Phone Number(s): Fax: Email: 1. Applicant

More information

Perceived Image Quality and Acceptability of Photographic Prints Originating from Different Resolution Digital Capture Devices

Perceived Image Quality and Acceptability of Photographic Prints Originating from Different Resolution Digital Capture Devices Perceived Image Quality and Acceptability of Photographic Prints Originating from Different Resolution Digital Capture Devices Michael E. Miller and Rise Segur Eastman Kodak Company Rochester, New York

More information

NRF BOOTH GUIDELINES

NRF BOOTH GUIDELINES NRF BOOTH GUIDELINES ARE YOU ON LEVEL 1 OR LEVEL 3? The NRF EXPO Hall is on two levels of the Javits Center Level 1 and Level 3. If your booth number is between 100 and 1899, you are on Level 1. If your

More information

Mod. 2 p. 1. Prof. Dr. Christoph Kleinn Institut für Waldinventur und Waldwachstum Arbeitsbereich Fernerkundung und Waldinventur

Mod. 2 p. 1. Prof. Dr. Christoph Kleinn Institut für Waldinventur und Waldwachstum Arbeitsbereich Fernerkundung und Waldinventur Histograms of gray values for TM bands 1-7 for the example image - Band 4 and 5 show more differentiation than the others (contrast=the ratio of brightest to darkest areas of a landscape). - Judging from

More information

Reference Targets Complete Test and Recalibration Kit Type CTS

Reference Targets Complete Test and Recalibration Kit Type CTS Delta-T SCAN Reference Targets Complete Test and Recalibration Kit Type CTS WARNING DO NOT LET THESE FILMS GET WET OR THEY MAY SWELL AND LOSE THEIR ACCURACY PROTECT FROM HUMIDITY, DIRT AND SCRATCHES. Delta-T

More information

PRELIMINARY PLAT CHECK LIST

PRELIMINARY PLAT CHECK LIST Name of Proposed Subdivision: The following items must be included with the initial submittal of a Preliminary Plat: Application, filled out completely Project Narrative Pre-application Conference Report

More information

DESIGN OF VOICE ALARM SYSTEMS FOR TRAFFIC TUNNELS: OPTIMISATION OF SPEECH INTELLIGIBILITY

DESIGN OF VOICE ALARM SYSTEMS FOR TRAFFIC TUNNELS: OPTIMISATION OF SPEECH INTELLIGIBILITY DESIGN OF VOICE ALARM SYSTEMS FOR TRAFFIC TUNNELS: OPTIMISATION OF SPEECH INTELLIGIBILITY Dr.ir. Evert Start Duran Audio BV, Zaltbommel, The Netherlands The design and optimisation of voice alarm (VA)

More information

Chapter 5. Array of Star Spirals

Chapter 5. Array of Star Spirals Chapter 5. Array of Star Spirals The star spiral was introduced in the previous chapter and it compared well with the circular Archimedean spiral. This chapter will examine the star spiral in an array

More information

Least Bell's Vireo & Western Burrowing Owl Surveys

Least Bell's Vireo & Western Burrowing Owl Surveys I - 15 CORRIDOR CAMPUS MASTER PLAN DRAFT EIR MT. SAN JACINTO COMMUNITY COLLEGE DISTRICT Appendices Appendix D5 Least Bell's Vireo & Western Burrowing Owl Surveys August 2017 I - 15 CORRIDOR CAMPUS MASTER

More information

SOUTH DUBLIN COUNTY COUNCIL Traffic Management Centre Roads (Traffic and Transportation) Department

SOUTH DUBLIN COUNTY COUNCIL Traffic Management Centre Roads (Traffic and Transportation) Department SOUTH DUBLIN COUNTY COUNCIL Roads (Traffic and Transportation) Department TECHNICAL SPECIFICATION 2 SDCC-TS-02 INDUCTIVE LOOPS & ABOVE GROUND DETECTION REQUIREMENTS FOR THE DESIGN AND INSTALLATION OF TRAFFIC

More information

B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST

B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST YES* GENERAL SUBMISSION ITEMS Does the submission include: 1. Thirteen (13) copies of completed Application Form? 2. Thirteen (13) copies of the Preliminary

More information

Lecture Series SGL 308: Introduction to Geological Mapping Lecture 8 LECTURE 8 REMOTE SENSING METHODS: THE USE AND INTERPRETATION OF SATELLITE IMAGES

Lecture Series SGL 308: Introduction to Geological Mapping Lecture 8 LECTURE 8 REMOTE SENSING METHODS: THE USE AND INTERPRETATION OF SATELLITE IMAGES LECTURE 8 REMOTE SENSING METHODS: THE USE AND INTERPRETATION OF SATELLITE IMAGES LECTURE OUTLINE Page 8.0 Introduction 114 8.1 Objectives 115 115 8.2 Remote Sensing: Method of Operation 8.3 Importance

More information

Profiling River Surface Velocities and Volume Flow Estmation with Bistatic UHF RiverSonde Radar

Profiling River Surface Velocities and Volume Flow Estmation with Bistatic UHF RiverSonde Radar Profiling River Surface Velocities and Volume Flow Estmation with Bistatic UHF RiverSonde Radar Don Barrick Ralph Cheng Cal Teague Jeff Gartner Pete Lilleboe U.S. Geological Survey CODAR Ocean Sensors,

More information

An NDVI image provides critical crop information that is not visible in an RGB or NIR image of the same scene. For example, plants may appear green

An NDVI image provides critical crop information that is not visible in an RGB or NIR image of the same scene. For example, plants may appear green Normalized Difference Vegetation Index (NDVI) Spectral Band calculation that uses the visible (RGB) and near-infrared (NIR) bands of the electromagnetic spectrum NDVI= + An NDVI image provides critical

More information

STATE UNIVERSITY CONSTRUCTION FUND

STATE UNIVERSITY CONSTRUCTION FUND DIRECTIVE 1C-12 Issue date: August 2012 1. General SURVEY, MAPPING AND UTILITY LOCATING This Directive has been developed as a general guide for the survey and mapping effort required for Fund projects.

More information

ENVI.2030L Topographic Maps and Profiles

ENVI.2030L Topographic Maps and Profiles Name ENVI.2030L Topographic Maps and Profiles I. Introduction A map is a miniature representation of a portion of the earth's surface as it appears from above. The environmental scientist uses maps as

More information

Archaeo-Geophysical Associates, LLC

Archaeo-Geophysical Associates, LLC Geophysical Survey at the Parker Cemetery Rockwall, Texas. AGA Report 2010-6 Report Submitted To: Texas Cemetery Restoration 10122 Cherry Tree Dr. Dallas, Texas 75243 May 14, 2010 Chester P. Walker, Ph.D.

More information

Advanced Methods to Identify Asphalt Pavement Delamination (R06D) Minnesota DOT Evaluation: Calibration and Signal Analysis

Advanced Methods to Identify Asphalt Pavement Delamination (R06D) Minnesota DOT Evaluation: Calibration and Signal Analysis Advanced Methods to Identify Asphalt Pavement Delamination (R06D) Minnesota DOT Evaluation: Calibration and Signal Analysis Ken Maser, Infrasense Shongtao Dai, Research Operations Engineer Kyle Hoegh,

More information

REQUEST FOR PROPOSAL AERIAL PHOTOGRAPHY & DIGITAL MAPPING ROADS DEPARTMENT

REQUEST FOR PROPOSAL AERIAL PHOTOGRAPHY & DIGITAL MAPPING ROADS DEPARTMENT REQUEST FOR PROPOSAL AERIAL PHOTOGRAPHY & DIGITAL MAPPING ROADS DEPARTMENT The Cherokee Nation is requesting proposals from qualified professionals to provide aerial photography and digital mapping of

More information

Abstract. Introduction

Abstract. Introduction TARGET PRIORITIZATION IN TEM SURVEYS FOR SUB-SURFACE UXO INVESTIGATIONS USING RESPONSE AMPLITUDE, DECAY CURVE SLOPE, SIGNAL TO NOISE RATIO, AND SPATIAL MATCH FILTERING Darrell B. Hall, Earth Tech, Inc.,

More information

NON UNIFORM BACKGROUND REMOVAL FOR PARTICLE ANALYSIS BASED ON MORPHOLOGICAL STRUCTURING ELEMENT:

NON UNIFORM BACKGROUND REMOVAL FOR PARTICLE ANALYSIS BASED ON MORPHOLOGICAL STRUCTURING ELEMENT: IJCE January-June 2012, Volume 4, Number 1 pp. 59 67 NON UNIFORM BACKGROUND REMOVAL FOR PARTICLE ANALYSIS BASED ON MORPHOLOGICAL STRUCTURING ELEMENT: A COMPARATIVE STUDY Prabhdeep Singh1 & A. K. Garg2

More information

POST-CONSTRUCTION ELECTRIC & MAGNETIC FIELD MONITORING PLAN GREATER SPRINGFIELD RELIABILITY PROJECT AND THE MANCHESTER TO MEEKVILLE JUNCTION PROJECT

POST-CONSTRUCTION ELECTRIC & MAGNETIC FIELD MONITORING PLAN GREATER SPRINGFIELD RELIABILITY PROJECT AND THE MANCHESTER TO MEEKVILLE JUNCTION PROJECT POST-CONSTRUCTION ELECTRIC & MAGNETIC FIELD MONITORING PLAN GREATER SPRINGFIELD RELIABILITY PROJECT AND THE MANCHESTER TO MEEKVILLE JUNCTION PROJECT I. Introduction and Purpose In accordance with the March

More information

Comparing Guided Auger Boring Techniques under Challenging Conditions

Comparing Guided Auger Boring Techniques under Challenging Conditions North American Society for Trenchless Technology (NASTT) NASTT s 2014 No-Dig Show Orlando, Florida April 13-17, 2014 TM1-T4-02 Comparing Guided Auger Boring Techniques under Challenging Conditions Matthew

More information

MEMORANDUM FORT LEWIS AGREED ORDER RI DEMONSTRATION OF METHOD APPLICABILITY SAMPLING AND ANALYSIS PLAN ADDENDUM FORMER SMALL ARMS RANGES

MEMORANDUM FORT LEWIS AGREED ORDER RI DEMONSTRATION OF METHOD APPLICABILITY SAMPLING AND ANALYSIS PLAN ADDENDUM FORMER SMALL ARMS RANGES MEMORANDUM FORT LEWIS AGREED ORDER RI DEMONSTRATION OF METHOD APPLICABILITY SAMPLING AND ANALYSIS PLAN ADDENDUM FORMER SMALL ARMS RANGES 1.0 INTRODUCTION This memorandum present the results of the Demonstration

More information

Apply Colour Sequences to Enhance Filter Results. Operations. What Do I Need? Filter

Apply Colour Sequences to Enhance Filter Results. Operations. What Do I Need? Filter Apply Colour Sequences to Enhance Filter Results Operations What Do I Need? Filter Single band images from the SPOT and Landsat platforms can sometimes appear flat (i.e., they are low contrast images).

More information

MULTIPLE-FAMILY DESIGN REVIEW SUBMITTAL CHECKLIST

MULTIPLE-FAMILY DESIGN REVIEW SUBMITTAL CHECKLIST MULTIPLE-FAMILY DESIGN REVIEW SUBMITTAL CHECKLIST This application lists the content and format of the submittal requirements to initiate the Design Review process. An incomplete application will not be

More information

PLANNING DEPARTMENT SUBMITTAL REQUIREMENTS FOR CONDITIONAL USE PERMITS CLASS 4 DEVELOPMENT REVIEW PROCESS. A. Written Material

PLANNING DEPARTMENT SUBMITTAL REQUIREMENTS FOR CONDITIONAL USE PERMITS CLASS 4 DEVELOPMENT REVIEW PROCESS. A. Written Material PLANNING DEPARTMENT 970.668.4200 0037 Peak One Dr. PO Box 5660 www.summitcountyco.gov Frisco, CO 80443 SUBMITTAL REQUIREMENTS FOR CONDITIONAL USE PERMITS CLASS 4 DEVELOPMENT REVIEW PROCESS Per the provisions

More information

Section 101. Street Design

Section 101. Street Design Section 101 Street Design This section establishes the uniform policies and procedures for the preparation of street design plans and construction requirements in the City of Irvine. It is not intended

More information