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Hi Kris. One of Vinay's hyperlinks was redirected - I wanted to be sure you found this https://doc.arcgis.com/en/imagery/workflows/resources/using-stereo-imagery.htm Note that for creation of orthos and DEM extraction, ArcGIS Pro provides a complete workflow from interior orientation through product creation. For this, you need only ArcGIS Pro Advanced license, not the Image Analyst extension - it's referred to as the "Ortho Mapping" capability. But this does not include stereo viewing, so if you want full stereo capabilities then you are correct that you need Image Analyst. Also note that the camera model is beneficial, for improved accuracy, but the camera model is not absolutely required. Let us know if you need more assistance. Cody B
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10-18-2021
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Keon This won't immediately answer your specific questions but the single best resource for questions about "What is recommended?" is our Imagery Workflows site at http://esriurl.com/ImageryWorkflows. Specific sections I would recommend are the overview topic of Image Management starting at https://doc.arcgis.com/en/imagery/workflows/best-practices/what-are-best-practices.htm (continue with the rest of the section on Image Management) and this specific discussion addressing a multi-year case which applies to your issue of adding/maintaining a service with multiple projects: https://doc.arcgis.com/en/imagery/workflows/resources/managing-preprocessed-orthophotos.htm You'll also want to look at specific advice for ensuring efficient access to imagery stored in the cloud - see https://pro.arcgis.com/en/pro-app/latest/help/projects/connect-to-cloud-stores.htm and https://pro.arcgis.com/en/pro-app/latest/tool-reference/data-management/create-cloud-storage-connection-file.htm Note that this may have performance delays if your server is not in the cloud and in the same region as the data storage. You'll also want to consider how best to manage your overviews, specifically, it would be best for performance if those are stored locally on the server vs. writing them out to cloud storage. They'll presumably need to be rebuilt each time you add new data to your composite service. One other tidbit is that your orthomosaics should not need statistics to be calculated. If you set the MD property to "preprocessed" that tells the software that the image histogram should already be optimized (no brightness/contrast stretch necessary to adjust the display). If that proves to be untrue (eg. in shadow areas?) you can also configure your image service to enable "DRA" (dynamic range adjustment) which will change brightness/contrast dynamically based on what's currently on screen. I know that's a lot to digest 🙂 Let us know if you have more questions Cody B. p.s. I should have noted that Gordon's advice for publishing directly from Site Scan can be a very easy workflow - but just be aware it creates a new image service for each dataset, and does not yet support "Add new imagery to existing service". Since you want/need to maintain a single image service with all collections, that method of publishing directly from SIte Scan may be very helpful for initial QC but you'll want to continue along your current lines of managing multiple projects in a single master mosaic dataset.
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09-16-2021
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Lance - always happy to help, and I know it can be challenging to find the best advice. In some cases our recommendations change over the years as the software matures, and in other cases it's a gray area for what is "best". One additional point I should have added is that our Imagery Workflows site provides examples of scripts for automating the creation and maintenance of mosaic datasets. In any configuration with more than a handful of mosaics and a dozen image collections, I strongly advise *automating* as much as possible - among other things it will document how each mosaic was built, populated, and configured, and facilitates re-creating a mosaic if you're testing "will A or B work better?". The sample scripts are designed to be customized to meet your needs - there is a bit of a learning curve, but I'm confident it will pay off over the years. Let me know if you need more info. Cody
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09-16-2021
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Lance Sorry I didn't respond soonr. The single best resource for these questions about "What is recommended?" is our Imagery Workflows site at http://esriurl.com/ImageryWorkflows. Specific sections I would recommend are the overview topic of Image Management starting at https://doc.arcgis.com/en/imagery/workflows/best-practices/what-are-best-practices.htm (continue with the rest of the section on Image Management) and a specific discussion of the multi-year case in https://doc.arcgis.com/en/imagery/workflows/resources/managing-preprocessed-orthophotos.htm Regarding that post that you found from 2016 - and I regret that I did not discuss this more deeply at that time. My caution about the 'pitfalls' focuses on which raster type is used when adding a mosaic dataset (MD) as input to another mosaic dataset. Briefly: I recommend *against* using the default "Raster Dataset" raster type which is recommended in the post you reference Creating a mosaic dataset containing raster data from multiple dates If you have 3 input MDs and use that raster type, your master MD will only have 3 records. That may seem convenient and in some limited cases I'd say "Yes go ahead" but it can lead to performannce problems if you have 8 or 10 or more MDs and especially if you 'nest' them further in another layer of hierarchy because you've embedded database tables as single records inside other tables. What I *do* recommend in most cases is to use the Table raster type. In my last statement, if you have 3 MDs with 100 records each as source data, your master MD will have all 300 records. This avoids performance problems but it does (generally) require the additional step of defining one or more custom fields e.g. "Year" or "Date" as you note, and I also recommend adding a field (we typically call it "Dataset_ID") into each source MD so that the master MD will clearly show the source MD for each of the 300 records. Hoping to avoid confusion, I should note that some of our documentation refers to the master MD as a "Derived" mosaic dataset - but this name is simply a convention, not a formally defined term. You also asked "How is there an advantage when you would need to filter the data to render each year individually?" If you only have a small number of image collections (years or separate projects) this is not a major concern, but if you share each as a separate image service, those services will consume resources on the server even if nobody is using them. If many collections are shared in a single image service, your use of server resources is more efficient (better performance). The Landsat service is a good example - millions of individual records and it performs very well. But yes, you do have to provide users with the ability to select images by date (or other attributes as necessary) - see the Time Selector tool in the Landsat Explorer app. Last, re: the Esri video in your 2nd reference, I do not agree that you need to create a new GDB for every MD. I've never attempted nor felt a need for hundreds of MDs - and there probably is some reasonable limit - but multiple MDs in a single geodatabase should not be a problem. Cody B.
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09-14-2021
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Hi Eisele sorry for the delay in responding. Your account administrator should have received an email explaining this - I believe it was in June. At the next release of Drone2Map (early November) we'll have two license levels, Standard and Advanced. Current users were given early licenses to Drone2Map Advanced to support beta testing of the new version. In the currently released version, there is only one license level for Drone2Map. Cody B.
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09-09-2021
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Hannah Have you read the help documentation? https://doc.arcgis.com/en/drone2map/ No, you can't change the coordinate system of the output products but for any *past* projects, if you have ArcGIS Pro, as Dan noted you can reproject the outputs to State Plane. However, that will resample the data which is not ideal - it's better to create outputs in your desired coordinate systems from the start. You can do this when you set up a project - go to Options/Coordinate Systems and click on the globe for Project Coordinate System. Note the default is UTM - not WGS84. Don't confuse the Project coordinate system with the coordinates for the input images which are WGS84.
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08-26-2021
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Joe Yes it's there in Pro - read up on using the Raster Product if you're just adding individual scenes to the map https://pro.arcgis.com/en/pro-app/latest/help/data/imagery/raster-products-and-raster-types.htm For effective management of multiple scenes you should use a mosaic dataset. There are a lot of good resources at https://www.esriurl.com/imageryworkflows, specifically https://doc.arcgis.com/en/imagery/workflows/resources/using-mosaic-datasets-to-manage-imagery.htm and https://doc.arcgis.com/en/imagery/workflows/resources/managing-high-resolution-satellite-imagery.htm Cody B.
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08-11-2021
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Julie there are a few separate issues here. FIrst, I agree with Gordon. Incorrect Z values in drone GPS data is a well known problem - I've documented altitude errors up to 100 m for some very common drones. If you do not use 3D control points, your output Z values will never be accurate. (Having said that, the DSM and DTM from the same project should be self-consistent, so even if not absolutely accurate, the relative accuracy should be good, with a critical dependence on content). I think the more important issue is that what you're seeking to do is really not possible with optical imagery. Images cannot penetrate through canopy the way lidar can, so you're not going to get valid ground samples under the vegetation to create a DTM. In addition, the DTM created in this manner is an *estimate* of the bare ground, and created in a fully automatic manner. Without editing, it's not going to successfully eliminate thick vegetation canopy. This DTM is really intended to be an elevation base for orthorectification of imagery, but not of the quality needed for hydrographic analysis or detailed canopy height measurements you're seeking to make. If you want to proceed with using drone imagery to do this work, it will be more complicated but you can get a good estimate of the vegetation height (presuming this is your full study site. If this is just a small sample and the full project is 100x or 1000x this area, this will not be feasible). I wouldn't use the auto generated DTM at all since it won't adequately remove the low, dense vegetation. You'll have to manually create a DTM. If you can make a copy of the DSM, and draw polygons around the open 'pits' to mark areas to *retain*, then zero out the rest of the DSM and then interpolate to fill the erased areas, you'll get a pretty good estimate of the DTM (although this would not reveal any hidden stream/drainage channels that may well be there). Also note I'm assuming those 'pits' are the true ground and the vegetation between them that's ~1-2 meters tall should be included in your vegetation height output...? If you have ArcGIS Pro and the Image Analyst extension, this DEM editing can be done with the pixel editor. If you don't have Image Analyst but you do have Pro, you could do this editing with the point cloud. Let us know if that manual editing is feasible and we can advise further. Cody B
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08-05-2021
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Ortho Mapping in ArcGIS Pro Date & time: Tuesday August 17, 11:00 a.m. – 3:15 p.m. eastern time. Instructors: Cody Benkelman and Chris Patterson, Esri, Karen Schuckman, ASPRS. This is a 4 hour workshop, presented in two sections, to demonstrate photogrammetric processing using the Ortho Mapping tools built into ArcGIS Pro. The content will include an overview of the general concepts of photogrammetry, then review workflows within ArcGIS Pro (Advanced license) for orthorectifying imagery from drones, satellites, digital aerial cameras, and historical scanned film. The discussion on satellite imagery will show how to orthorectify a single satellite scene using RPCs and ground control points. The discussion on scanned film will address specific challenges with historical datasets lacking camera calibration information. The discussion on drones and digital aerial cameras addresses frame-based sensors. Workshop format will consist of presentation of concepts and software demos, with time for Q&A after each section. Recommended audience includes GIS practitioners who need to orthorectify imagery as well as Educators looking for a hands-on platform to teach photogrammetric concepts. Advance materials will be provided with instructions and sample data for those who wish to exercise these workflows. For those who do not have ArcGIS Pro, a 21-day evaluation copy may be downloaded from https://www.esri.com/en-us/arcgis/products/arcgis-pro/trial Cost: $225 for non-members, $125 for ASPRS members, $50 for student members Sign up at https://my.asprs.org/ASPRSMember/Events/Event_Display.aspx?EventKey=WK20214272 Software version: This workshop will show the current version of ArcGIS Pro (v2.8.1), but the training is generally applicable to Pro v2.7 and later. Recommended hardware is listed in ArcGIS Help https://pro.arcgis.com/en/pro-app/latest/get-started/arcgis-pro-system-requirements.htm
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08-02-2021
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Bert - presuming you want a) an automated method and b) accurate results, your simplest options within ArcGIS will be either to purchase Drone2Map (by far the lowest cost option) https://doc.arcgis.com/en/imagery/workflows/resources/creating-drone-imagery-products-drone2map.htm or to upgrade to an Advanced license on Pro to use the built-in Ortho Mapping workflow https://doc.arcgis.com/en/imagery/workflows/resources/creating-drone-imagery-products-with-ortho-mapping.htm . As I think you know, Site Scan is another option, providing SaaS to do all your processing in the cloud, whereas Drone2Map and Ortho Mapping run on your desktop. All of these apps will apply photogrammetry to generate accurate products in a mostly automated fashion. Lacking those tools, with Pro Standard license you can use the georeferencing tools, and there is some automation possible if you properly orient each image on the map before attempting the auto georeferencing process. For a small number of higher altitude images, with oblique angle up to ~15-20 degrees off nadir, you can get some nice looking visualizations, but your results won't have any quantifiable accuracy. If you're serious about generating map products, you'll need one of the photogrammetric tools and most likely need to upgrade to a drone with a better camera.
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07-26-2021
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You do not need to follow that old post (from May 2018) to adjust altitudes in the EXIF metadata. Drone2Map includes an altitude adjustment, and if you use GCPs with the correct spatial reference, image height is adjusted automatically. You said that you converted GCPs to WGS84 - note that GCPs must be in a projected coordinate system; Lat/Long is not supported - but you should've seen this error message if you tried to use Lat/Long Could you try your GCPs in HTRS 96/TM? Cody B
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07-21-2021
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Users of Site Scan for ArcGIS, Esri's end-to-end SaaS for capturing, processing, analyzing, and sharing drone imagery has expanded options for sharing to ArcGIS Online and ArcGIS Enterprise. Cross posting to David Ozer's blog: publishing-from-site-scan-to-arcgis-online-and-arcgis-enterprise
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05-04-2021
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Monika I just found your message - I'm sorry nobody has responded. Do you still need assistance with this? Cody B.
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05-03-2021
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Vassilis - My first question would be to ask you to verify that you processed the correct GVL file to go along with the video - but presuming the answer is "yes" I expect that the problem here is that many drones report incorrect altitudes. If your altitude values are incorrect and too high, the apparent video footprint will be too large. Then, if you have any forward look angle (not directly down at Nadir?), the footprint may incorrectly indicate that the view is above the horizon. Would it be possible for you to send me your Geospatial Video Log (GVL) file? If you don't want to upload it publicly you can send me a private message. (I don't need the video) Please let me know your expected/planned flight altitude above ground. I should be able to determine if your altitude values are incorrect, and show you a method to correct them. I have not seen any cases where the pitch angle of the gimbal is recorded incorrectly, but it is possible there is an error in the metadata (and it may be possible to apply a correction). Another question - is this your one and only video flight? Have you done others that succeeded? If you have no other samples, could you try recording another test video? You should only need 15-30 seconds of video for a test. Cody B.
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04-29-2021
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Daniel we'll need a lot more information to be able to help you - details like: which version of Pro? which data type - drone? scanned historical film? satellite? how many images? do you have adequate overlap along each flightline, and between multiple flightlines? did the tools succeed in finding tie points between images? (first step in the "adjust" tool) What did the process log say? I'd suggest you open a support ticket at http://support.esri.com/ so an analyst can help. Also note we've published a lot of resources about workflows and best practices for Ortho Mapping (and many other topics) at https://www.esriurl.com/imageryworkflows e.g. https://doc.arcgis.com/en/imagery/workflows/resources/creating-drone-imagery-products-with-ortho-mapping.htm Cody B.
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04-05-2021
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