Try EADP19-001 Practice Exam To Pass ArcGIS Desktop Professional 19-001

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Plan to take your EADP19-001 ArcGIS Desktop Professional 19-001 exam? ArcGIS Desktop Professional exam tests the candidate’s experience applying ArcGIS concepts and processes to workflows. We created this online EADP19-001 Practice Exam to help you prepare for the ArcGIS Desktop Professional 19-001 exam. It resembles the actual exam pattern and objectives. All of the questions are comparable to the ones you’ll see on the EADP19-001 test. Our online EADP19-001 Practice Exam teaches you the skills you’ll need to pass the EADP19-001 exam.

To pass the EADP19-001 exam on the first attempt, try free practice exam first.

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1. An ArcGlS user is given a populated geodatabase thai contains a few highly accurate feature classes and a few feature classes that are less accurate.

When designing a geodatabase topology, which coordinate rank should be assigned to feature classes of less accuracy when compared with feature classes of higher accuracy?

rank them higher so the coordinates of highly accurate feature classes are adjusted

rank them lower so their coordinates are adjusted to highly accurate feature classes

rank them the same as highly accurate feature classes so their coordinates are adjusted to weighted average

rank them higher so their coordinates are not adjusted

2. Upon opening a model In ModelBuilder. one 01 the tools has a repair icon next to it.

How can the model be repaired?

Select and update the problem tool

validate and save the entire model to update the tool

open the model properties and disable the use of relative path names

click the Auto Layout button to update the tool

3. An ArcGIS user needs to create a map of flood zones for an insurance company.

The user has a choice of four elevation data sets to perform the analysis

• SRTM 90-meter DEM

• Lidar 5-meter DEM

• 30-meter DEM derived from stereo imagery

Which type of elevation dataset will create the most accurate flood zones?

USGS 30-meter DEM

USGS 30 meter DEM

SRTM 90 meter DEM

Lidar5-meter DEM

30-meter DEM derived from stereo imagery

4. What is the most efficient way for an ArcGlS user to modify the projection for data in a non-standard coordinate system (undefined in ArcGlS) to align with data in a standard coordinate system?

modify central meridian

modify standard parallel 1 and standard parallel 2

select a different datum

modify false easting and false northing

5. A raster dataset called rasterl.tif contains many pixels with values of NoData.

Which map algebra expression changes NoData values to 0 (zero) in the output raster dataset while leaving all other pixel values the same?

con(rasten.tif = NoData. 0 raster!, tif)

con(rasten.tif = = NoData, 0, rasterl.tif)

con(isnull(raster1.tif). 0, rasterl.tif)

con(setnull{raster1.tif), 0, rasterl.tif)

6. A representation layer has been defined using the option to save changes to the geometry of the supporting feature. If the geometry of the feature is modified using the tools from the Representation toolbar, what will be modified?

the Shape field of the feature

the shape In the override field

the feature attributes

the override attributes

7. An image that is displayed as draped over a digital elevation model (DEM) in ArcGlobe appears to be overly pixilated.

Which property should be changed to make the image appear smoother?

stretch type

resampling method

contrast setting

unit conversion

8. An ArcGIS user runs a geoprocessing tool and wants to create code in the Python window that repeats the process.

In which two ways can the user generate Python code from the results window? (Choose two)

copy a tool as Python snippet and paste it into the Python window

copy an environment setting value into the Python window

copy and paste messages to the Python window

drag a previously executed tool to the Python window

9. Data in the state of Louisiana has the projection defined as WGS 1984 UTM Zone 15S. The user knows that this area of Louisiana is located m UTM Row S. When added to ArcMap with other data that draws in the correct location the data with the Zone 15S definition draws in the vicinity of the North Pole.

What is wrong with the projection definition?

The "S" indicates south of the equator instead of UTM Row S

The false northing value should be 0. not 10000000

The latitude of origin should be -80 degrees, not 0

The units should be feet instead of meters

10. An ArcGlS user receives two shapefiles that are defined with the same projection and represent features in the same study area. When they are displayed together in ArcMap. the difference of their locations in coordinate space is so large that they are barely visible when viewed at their full extent.

How can the user determine whether the projections of the shapefiles are correctly defined?

by comparing the shapefiles to a correctly projected dataset that has a large enough extent to encompass the study area.

by systematically changing the spatial reference of the data frame until the shapefiles correctly align.

by using the Spatial Adjustment toolbar to move the shapefiles to the same part of coordinate space.

by examining the metadata of both shapefiles to determine the projection processes applied to the data1.

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11. An ArcGiS user wants to dynamically generalize a line using the Douglas-Peucker algorithm.

Which geometric effect should be used to achieve this?

smooth curve

simplify

add control points

cut curve

12. A geometric network has been removed from a feature dataset.

What must happen to the geodatabase to avoid synchronization failing?

R must be rebuilt

It must be validated

It must be applied

It must be reversioned

13. An ArcGIS user is making a map showing the standard deviation from the mean ocean temperature.

Which type of color ramp should be used to display the standard deviation?

a three-color multipart color ramp

a two-color algorithmic color ramp

a random color ramp

a thirteen-color preset color ramp

14. Refer to the exhibit.

The ArcGIS user is given data for the Arctic, and is asked to perform various types of analysis using the data. The data extends from the North Pole south to 55 degrees North Latitude Data layers may contain points lines, or polygons and include ice surveys from NOAA depth contours; continental margins, locations of known and suspected oil reserves, endangered species habitat and territorial boundaries for nations having Arctic coastline.

An ArcGIS user is asked to calculate the distance a cruise ship will travel through open water, departing from Nome, Alaska, with stops at Point Barrow Alaska Churchill Manitoba St John's Newfoundland and ending in Bar Harbor Maine. On the basis of these calculations the cruise ship line will determine fuel requirements and travel time.

Which map projection yields the most accurate results for this distance calculation?

Albers equal area conic

Lambert azimuthal

Mercator

azimuthal equidistant

15. When rematching geocoding results, a user notices that E St Is being interpreted as East St.

How should a user resolve this Issue for future geocoding?

remove the entry defining E to mean east In the geocoding XML files

recreate the address locator with new reference data

create a composite address locator where E is not recognized as east

change E to east in the input table to be geocoded before geocoding

16. AnArcGIS user is tasked with editing a layer containing a large number of features, using another layer that is in a different coordinate a system as reference. The user adds the layers in ArcMap and starts an editsession. A warning message about editing data in a different coordinate system is displayed.

What is the most efficient way to edit the data to avoid potential distortion in the data?

change the data frame's coordinate system to match the coordinate system of the layer being edited

project the reference layer so the coordinate system matches with the one that needs to be edited

georeference the reference layer and start a new edit session

create a geodatabase topology with the two layers and add a rule so new data always snaps to the reference layer

17. An ArcGIS user wants to create a tool that reads a Web data source from the U.S.

Geological Survey site and create a feature class of earthquakes over magnitude 1 that have occurred in the last seven days. The data source URL is a .txt file directly usable as x, v event data, once downloaded.

The goal is to have a repeatable process to be run on demand overwriting the output each time with minimal user input and easy to understand for other users to whom the tool is provided

What should the user do to read and process the data?

use a third party scraping application to copy the data to a local file and read it as an x, y event data source

manually copy the file to local disk before running and run the Make XY Event Layer tool

write a NET component that reads the data presents the data to ArcObjects as an x.v event and creates new features from the data source

Write a Python script that imports urllib reads the data with uriopen and read methods and creates features from the data stream

18. An ArcGIS user wants to symbolize the intersections of highways and streets so that the road casing symbols can be blended together to represent connectivity, but not blended in other situations to represent disconnectivity (e.g. where a highway passes under a surface street)

What should be used to ensure that the road casings connect correctly?

symbol-level drawing with the join option

symbol-level drawing with the merge option

multi-layered symbol with one layer wider than the other

single layered symbol with two offset lines

19. An ArcGIS user requests polygon parcel data to use in a model linking geoprocessing tools. The data the user receives covets the entire country and the large dataset causes the application to perform slowly.

How can the ArcGIS user improve the performance time without altering the model?

use a standalone variable In the model to set the area of Interest

convert the data to a Simple data type before using geoprocessing tools

increase the memory allotted to ArcMap while the tools running

limit the processing extent through the environment settings

20. An analyst has a multi band raster, but needs just one of the bands for a project.

Which geoprocessing tool should be used to extract a single band?

Slice (3D Analyst)

Extract by Attributes (Spatial Analyst)

Composite Bands (Data Management)

Clip (Data Management)

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21. An ArcGIS user receives a model to buffer the weekly crime point features. The users organization has established a standard for symbolizing all buffers using a layer file. The user copies and runs the model on a local machine. The resulting output buffer uses default symbology.

Why do the output buffers use the default symbology?

The layer file uses relative paths

The layer file is NOT appearing in the map

The model variable was NOT updated

The model variable CANNOT be shared

22. A taster contains pixels with decimal values.

Which method is used to round raster pixel values to the nearest whole number?

use the Round Up tool (Spatial Analyst), then the Round Down tool (Spatial Analyst)

use the Round Down tool (Spatial Analyst), then the Round Up tool (Spatial Analyst)

use the Plus tool (Spatial Analyst) to add 1. then the Minus tool (Spatial Analyst) to subtract 0.5

use the Plus tool (Spatial Analyst) to add 0.5, then the int tool (Spatial Analyst) to truncate to the nearest integer

23. The ArcGIS user is given data for the Arctic and is asked to perform various types of analysis using the data. The data extends from the North Pole south to 70 degrees North Latitude Data layers may contain points lines, or polygons, and include ice surveys from NOAA depth contours: continental margins, locations of known and suspected oil reserves, endangered species habitat, and territorial boundaries for nations having Arctic coastline.

Which map projection should be used for the data to allow the most accurate buffering of those areas, in order to comply with the U.S court decision that ships may not approach closer than 20 nautical miles to a seal rookery?

azimuthai equidistant

polar stereographic

gnomonic

Lambert azimuthal

24. A geodatabase designer has a requirement that individual spot elevation points, contours, and a digital elevation model be stored as separate layers and also be used to generate a surface for visibility analysis.

Which geodatabase dataset type should the designer use?

raster catalog

terrain dataset

raster dataset

TIN surface