UAV Flight Services Company. What We Do. What Sets us Apart

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Transcription:

UAV Flight Services Company A dedicated team of aviators, technologists, and engineers. What We Do UAV flight services for data collection, mapping, and inspection What Sets us Apart Extensive field experience, strategic partnerships, and quick turnaround custom hardware & software solutions.

We help companies make critical business decisions faster, safer, and more cost effective through tightly integrated UAV data collection, processing, and presentation services.

THE PROCESS How it Works Initial Plan & Review Quote FLIGHT OPERATIONS Mission Planning Post Processing DATA DELIVERED

...Work BACKWARD

CHECKLIST For Contracting UAS Operations FAA Approval Insurance & Safety Experience Processing Section 333 or Part 17 Licensed Operators Authorizations for Specific Airspace Adequate Insurance Coverage Safety Plan & Operational Checklists Pre-Flight Briefing Situational Awareness Type of Aircraft Application Specific Hardware Software Data Types

CAPABILITIES General Flight Considerations WIND & PRECIP UAV operations are best conducted on sunny or overcast days, when winds are <~15mph. Light precipitation is manageable, but avoided whenever possible. FLIGHT TIME Most UAV can fly for 15 3 minutes, and by combining flights can cover from tens to hundreds of acres. Fixed wing UAS can cover more area per flight, and should be used for larger mapping projects.

CONDITIONS Weather & Site Considerations TERRAIN & OBSTACLES Flat or rolling terrain with little tree cover is ideal for UAV mapping projects. Multirotors can operate out of smaller launch areas and operate closer to structures. TEMPERATURE UAVs can operate year round in almost any temperature, with the human operators being the largest concern. For most cases, use 1F as a guide.

OPERATIONAL CONSTRAINTS Simplified Rules for Planning Purposes LINE OF SIGHT UAS must remain within the operator s line of sight, in case of emergency. This also means operations must be conducted between dawn and dusk. AIRSPACE In most cases, commercial UAS must not operate within controlled airspace near airports, and are limited to 4FT above the ground & structures.

DATA What can be captured?

Sensors Current Future Viz IR LIDAR? VISIBLE IR & MULTISPECTRAL LIDAR OTHER High Resolution Still & Video Thermal & Multispectral Purchased Ranger MiniVUX from Phoenix LiDAR, April Delivery RTK GPS Gas Detectors Your Sensor Here

DATA TYPES Geotagged Imagery Point Clouds GIS CAD Geo-referenced still & video Photogrammetric point clouds in standard formats High resolution orthoimagery, multispectral & raster elevation models Contours & Basic Feature Extraction

USGS Cape Cod Sandwich, MA Beach Erosion

Project documentation Community outreach Coastal erosion tracking Vegetation health

Control Point Target

Point Cloud Measurements

Digital Elevation Model

Jenness Beach UAV comparison vs. existing dataset

Control Point Targets

Feature Extraction

Feature Extraction

Multispectral - NDVI

Digital Elevation Model

Stockpile Volume Calculation

Cross-sectional Height Profile

81 Jericho Riverside Future Street Network Study Base Map 84 4 83 83 778 87 85 8 838 744 7 74 RD 88 78 7 L 85 6 76 8 7 84 814 79 8 Peru fine sandy loam, to percent slopes, very stony 794 76 86 77 ST 8 73 866 85 84 6 Peru fine sandy loam, to 6 percent slopes, very stony 8 71 6 87 8 HIL 786 PARK 86 818 79 754 8 7 ` _ Limerick silt loam 6 83 774 BS Colton and Stetson soils, to 3 percent slopes 766 CO JA Munson and Raynham silt loams, to 6 percent slopes 85 4 84 78 76 73 716 6 836 79 75 7 8 8 7 Duane and Deerfield soils, to 5 percent slopes 8 8 84 7 6,T he 4 Scantic silt loam, to percent slopes 86 74 76 Cre ek 79 4 Q+A Thank You Livingston clay 4 87 4 Muck and Peat. 8 4 8 8 8 Scantic silt loam, to percent slopes 85 836 76 76 DEPOT ST 6 84 8 84 R PL Legend GA 6 8 78 8 Stetson gravelly fine sandy loam, to 5 percent slopes 776 8 85 81 76 LN 756 RT Y 8 7 83 6 74 78 736 LIB E 71 7 8 8 8 84 844 LN 8 8 758 79 8 HARVEST RUN PA LM ER 834 $ + 74 88 Utility Pole 794 8 7 4 76 7 Electric Transmission Line 74 7 Vermont Gas 8 Topography - ft interval 86 718 7 7 4 79 74 66-75 Feet 75-85 Feet Stetson gravelly fine sandy loam, 1 to percent slopes 748 74 95-11 Feet Stream Centerline 788 Water Body 69 VT R 6 OU TE 15 7 6 78 85-95 Feet Hinesburg fine sandy loam, 15 to 5 percent slopes 77 76 8 784 7 4 7 4 8 78 7 796 MAPLE RDG 7 698 4 76 7 74 698 Groundwater Source Protection Area 73 4 73 69 4 71 Vermont Significant Wetland Inventory 746 74 69 8 FEMA Floodplain 73 6 74 4.% Annual Chance Flood Hazard 69 69 7 JERI HL EE K 7 69 CR SID E Special Flood Hazard Area 71 4 RD ANR River Corridor 6 7 Soil Map Unit 7 69 69 Hazardous Waste Site 4 8 76 79 Belgrade and Eldridge soils, to 3 percent slopes 4 8 69 84 ST 6 ` _ 81 6 RK PA 4 83 76 74 8 Public Drinking Water Sources 838 Lyman-Marlow very rocky loams, 5 to 3 percent slopes Colton and Stetson soils, 3 to 6 percent slopes 7 74 8 Tax Parcel Boundary 698 69 69 69 Stetson gravelly fine sandy loam, to 5 percent slopes ` _ RIVER 1:1, RD 4 69 696 6 RD 4 N ST INSO 69 Belgrade and Eldridge soils, to 3 percent slopes 6 DICK Enosburg and Whately soils, to 3 percent slopes 4 Feet 676 6 6 8 4 4 676 4 6 4 6 Source: Parcel Boundary - Jericho - 16; Underhill - 1 Imagery of project area - 16 procured by AirShark ANR River Corridor - January 14, see http://floodready.vermont.gov/ FEMA DFIRM floodplain data - 11 6 Disclaimer: The accuracy of information presented is determined by its sources. Errors and omissions may exist. The Chittenden 8 4 4 676 Stetson gravelly fine sandy loam, 5 to 1 percent slopes 4 8 6 6 4 6 6 67 Hadley very fine sandy loam 69 674 $ + $ + 674 4 67 678 County Regional Planning Commission is not responsible for these. Questions of on-the-ground location can be resolved by site inspections and/or surveys by a registered surveyor. This map is not sufficient for delineation of features on-the-ground. This map identifies the presence of features, and may indicate relationships between features, but is not a replacement for surveyed information or engineering studies. 4 67 Colton and Stetson soils, to 3 percent slopes 676 Stetson gravelly fine sandy loam, to 5 percent slopes 67 Winooski very fine sandy loam 67 8 66 8 67 67 6 674 4 ` _ 6 67 67 676 676 674 67 6 8 66 67 6 Winooski very fine sandy loam 69 674 674 67 Winooski very fine sandy loam 676 4 4 67 676 67 67 1 4 Winooski very fine sandy loam 4 8 6 WAY RACE 1//16 6 69 Document Path: D:\Projects16\Jericho\Sawmill_16113.mxd

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