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<idCitation>
<resTitle Sync="FALSE">MBNEP 2015 Submerged Aquatic Vegetation Field Points</resTitle>
<presForm>
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<fgdcGeoform>atlas</fgdcGeoform>
</presForm>
<date>
<pubDate>2016-06-30T00:00:00</pubDate>
</date>
<citRespParty>
<rpIndName>Roberta Swann</rpIndName>
<rpOrgName>Mobile Bay National Estuary Program </rpOrgName>
<rpPosName>Director</rpPosName>
<rpCntInfo>
<cntAddress addressType="both">
<delPoint>118 North Royal Street</delPoint>
<city>Mobile</city>
<adminArea>Alabama</adminArea>
<postCode>36602</postCode>
<eMailAdd>rswann@mobilebaynep.com</eMailAdd>
<country>US</country>
</cntAddress>
<cntPhone>
<voiceNum tddtty="">(251) 431-6409</voiceNum>
</cntPhone>
<cntHours>9:00 a.m. to 4:00 p.m. CST for phone calls.</cntHours>
</rpCntInfo>
<displayName>Roberta Swann</displayName>
<role>
<RoleCd value="007"/>
</role>
</citRespParty>
<citRespParty>
<rpIndName>Barry A. Vittor &amp; Associates, Inc. </rpIndName>
<rpOrgName>Barry A. Vittor &amp; Associates, Inc. </rpOrgName>
<rpCntInfo>
<cntAddress addressType="both">
<delPoint>8060 Cottage Hill Road</delPoint>
<city>Mobile </city>
<adminArea>Alabama</adminArea>
<postCode>36695</postCode>
<country>US</country>
</cntAddress>
</rpCntInfo>
<displayName>Barry Vittor</displayName>
<role>
<RoleCd value="010"/>
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<exDesc>Mobile Bay National Estuary Program 2015 Submerged Aquatic Vegetation Field Points</exDesc>
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<TempExtent>
<exTemp>
<TM_Period>
<tmBegin>2015-07-17T00:00:00</tmBegin>
<tmEnd>2015-10-15T00:00:00</tmEnd>
</TM_Period>
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<idPurp>The intended use of this data set is to provide an assessment of the status and trends of the distribution of submerged aquatic vegetation along the Alabama Coast in 2015.
Supplemental Information:
July 2015 through August 2015
Photography Date July 17-19 (Mobile Bay, Mobile-Tensaw Delta, Dauphin Island, Ft Morgan, and Perdido Key) and August 23, 25 and 26 (northern Mississippi Sound, Weeks Bay, Wolf Bay, and upper Perdido Bay.
Fall photography date October 10 - 15.
</idPurp>
<idAbs>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;P STYLE="margin:0 0 0 0;"&gt;&lt;SPAN&gt;This data set consists of GPS point data documenting the location, species composition, and other habitat characteristics of submerged aquatic vegetation in coastal Alabama, collected as part of a remote sensing investigation of SAV distribution using summer and fall 2015 ortho imagery as base maps. Survey areas include Mississippi Sound, Mobile Bay and the Mobile-Tensaw Delta, Little Lagoon, Bay La Launch, Perdido Bay, and their communicating tributaries. SAV was concentrated in upper Mobile Bay and the Mobile-Tensaw Delta, Mississippi Sound, and the Perdido Key area of southeast Baldwin County. Field location points were logged using a Trimble Pro XR differential GPS unit, following common GPS practices. Species identifications were made primarily through in-situ observations or hand-collected and identified in the field or laboratory. Depth (m) was measured with a graded sounding pole. Field surveys began in May 2015 and continued to mid-November. A total of 1,243 field points were assessed in 2015. Additional locations that were not inspected during 2015 were visited in the late spring and early summer of 2016. These areas included locations in East Fowl River, West Fowl River, Halls Mill Creek, Rabbit Creek, Fish River, Magnolia River, Bon Secour River, and lower Perdido Bay. In total, point data for the summer and fall 2015 mapping effort were collected at 1,437 locations. Overall, there were 3,875.6 more acres mapped in 2015 than in the 2009 MBNEP survey, mostly due to a 2,454.7-ac increase in the Bridgehead Quadrangle and a 511.4-ac increase in the Mobile Quadrangle.&lt;/SPAN&gt;&lt;/P&gt;&lt;P STYLE="margin:0 0 0 0;"&gt;&lt;SPAN /&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;</idAbs>
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<resTitle>Submerged Aquatic Vegetation</resTitle>
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<keyword>Submerged</keyword>
<keyword>Aquatic</keyword>
<keyword>Vegetation</keyword>
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<rpIndName>Roberta Swann</rpIndName>
<rpOrgName>Mobile Bay National Estuary Program </rpOrgName>
<rpPosName>Director</rpPosName>
<rpCntInfo>
<cntAddress addressType="both">
<delPoint>118 North Royal Street</delPoint>
<city>Mobile</city>
<adminArea>Alabama</adminArea>
<postCode>36602</postCode>
<eMailAdd>rswann@mobilebaynep.com</eMailAdd>
<country>US</country>
</cntAddress>
<cntPhone>
<voiceNum tddtty="">(251) 431-6409</voiceNum>
</cntPhone>
<cntHours>9:00 a.m. to 4:00 p.m. CST for phone calls.</cntHours>
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<displayName>Roberta Swann</displayName>
<role>
<RoleCd value="006"/>
</role>
<displayName>Roberta Swann</displayName>
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<usrDefFreq>
<duration>About every five years</duration>
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<resTitle>USA</resTitle>
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<keyword>Alabama</keyword>
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<placeKeys>
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<keyword>Mobile County</keyword>
<keyword>Baldwin County</keyword>
<keyword>Mobile Bay</keyword>
<keyword>Mobile Tensaw Delta</keyword>
<keyword>Mississippi Sound</keyword>
<keyword>Perdido Bay</keyword>
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<enttyp>
<enttypl Sync="FALSE">MB_NEP_2015_Field_Points</enttypl>
<enttypt Sync="TRUE">Feature Class</enttypt>
<enttypc Sync="TRUE">0</enttypc>
<enttypd>Field Points</enttypd>
<enttypds>In field calculations and GPS</enttypds>
</enttyp>
<attr>
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<attalias Sync="TRUE">FID</attalias>
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<attwidth Sync="TRUE">4</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef Sync="TRUE">Internal feature number.</attrdef>
<attrdefs Sync="TRUE">Esri</attrdefs>
<attrdomv>
<udom Sync="TRUE">Sequential unique whole numbers that are automatically generated.</udom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">Shape</attrlabl>
<attalias Sync="TRUE">Shape</attalias>
<attrtype Sync="TRUE">Geometry</attrtype>
<attwidth Sync="TRUE">0</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef Sync="TRUE">Feature geometry.</attrdef>
<attrdefs Sync="TRUE">Esri</attrdefs>
<attrdomv>
<udom Sync="TRUE">Coordinates defining the features.</udom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">DATE</attrlabl>
<attalias Sync="TRUE">DATE</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">11</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>Date GPS location was taken. Generated using GPS</attrdef>
<attrdefs>GPS</attrdefs>
<attrdomv>
<edom>
<edomv>Date</edomv>
<edomvd>Date</edomvd>
<edomvds>GPS</edomvds>
</edom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">FIELD_ID</attrlabl>
<attalias Sync="TRUE">FIELD_ID</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">10</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>Identification number given during the time of the survey</attrdef>
<attrdefs>GPS</attrdefs>
<attrdomv>
<udom>Identification number given during the time of the survey</udom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">PRESENCE_A</attrlabl>
<attalias Sync="TRUE">PRESENCE_A</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">20</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>SAV species observed duriing field verification. Yes/No</attrdef>
<attrdefs>Observation of SAV</attrdefs>
<attrdomv>
<edom>
<edomv>Presence of SAV</edomv>
<edomvd>Yes or No</edomvd>
<edomvds>Observation of SAV</edomvds>
</edom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">SPECIES</attrlabl>
<attalias Sync="TRUE">SPECIES</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">27</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>SAV species observed during field verification. Unique Two Letter Codes for SAV Taxa.
SPECIES CODE
Here is the species list and codes for 2015:
Cabomba caroliniana CC
Ceratophyllum demersum CD
Eleocharis baldwinii EB
Heteranthera dubia HD Hydrilla verticillata HV
Halodule wrightii HW
Luziola fluitans LF
Myriophyllum aquaticum MA
Myriophyllum heterophyllum MH
Myriophyllum spicatum MS
Najas guadelupensis NG
Nuphar ulvacea NU
Potamogeton crispus PC
Potamogeton diversifolius PD
Potamogeton nodosus PN
Potamogeton pusillus PP
Rupia maritima RM
Sparganium americanum SA
Stuckenia pectinata SP
Thalassia testudinum TT
Utricularia foliosa UF
Utricularia inflata UI
Utricularia sp. UT
Vallisneria neotropicalis VN
Zannichellia palustris ZP
</attrdef>
<attrdefs>Each species was assigned a unique two letter code based on the initials of its genus and specific epithet.</attrdefs>
<attrdomv>
<codesetd>
<codesetn>SAV code set - listed in definition</codesetn>
<codesets>Mobile Bay National Estuary Program</codesets>
</codesetd>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">DENSITY</attrlabl>
<attalias Sync="TRUE">DENSITY</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">16</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>Type of SAV patch, generated using GPS</attrdef>
<attrdefs>GPS and in field identification</attrdefs>
<attrdomv>
<edom>
<edomv>Habitat types and coverage</edomv>
<edomvd>coverage</edomvd>
<edomvds>In field observation and orthophoto assessment</edomvds>
</edom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">DEPTH__MET</attrlabl>
<attalias Sync="TRUE">DEPTH__MET</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">16</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>Depth of SAV in meters</attrdef>
<attrdefs>Graded sounding pole</attrdefs>
<attrdomv>
<edom>
<edomv>Depth of SAV</edomv>
<edomvd>Meters</edomvd>
<edomvds>Graded sounding pole</edomvds>
</edom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">COMMENT_1</attrlabl>
<attalias Sync="TRUE">COMMENT_1</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">81</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>Physical description of point</attrdef>
<attrdefs>In field observation</attrdefs>
<attrdomv>
<edom>
<edomv>Comment</edomv>
<edomvd>Physical description of field point</edomvd>
<edomvds>In field observation</edomvds>
</edom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">COMMENT_2</attrlabl>
<attalias Sync="TRUE">COMMENT_2</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">58</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>Physical description of point used only when a secondary description is necessary</attrdef>
<attrdefs>In field observation</attrdefs>
<attrdomv>
<edom>
<edomv>Comment 2</edomv>
<edomvd>physical description of a point</edomvd>
<edomvds>In field observation</edomvds>
</edom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">TIER_II</attrlabl>
<attalias Sync="TRUE">TIER_II</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">15</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>Field points used for Tier 2 survey </attrdef>
<attrdefs>GPS</attrdefs>
<attrdomv>
<udom>Field points used in Tier 2 survey</udom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">EDGE_POINT</attrlabl>
<attalias Sync="TRUE">EDGE_POINT</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">16</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>Points that were used to test spatial accuracy</attrdef>
<attrdefs>GPS</attrdefs>
<attrdomv>
<udom>Data points used to test spatial accuracy</udom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">NORTHING</attrlabl>
<attalias Sync="TRUE">NORTHING</attalias>
<attrtype Sync="TRUE">Double</attrtype>
<attwidth Sync="TRUE">8</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>X coordinate</attrdef>
<attrdefs>Coordinate calculated with ArcGIS 10.3 and GPS</attrdefs>
<attrdomv>
<udom>Number</udom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">EASTING</attrlabl>
<attalias Sync="TRUE">EASTING</attalias>
<attrtype Sync="TRUE">Double</attrtype>
<attwidth Sync="TRUE">8</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>Y coordinate</attrdef>
<attrdefs>Coordinate calculated with ArcGIS 10.3 and GPS</attrdefs>
<attrdomv>
<udom>Number</udom>
</attrdomv>
</attr>
</detailed>
</eainfo>
<mdDateSt Sync="TRUE">20260115</mdDateSt>
<mdContact>
<rpIndName>Roberta Swann</rpIndName>
<rpOrgName>Mobile Bay National Estuary Program </rpOrgName>
<rpPosName>Director</rpPosName>
<rpCntInfo>
<cntAddress addressType="both">
<delPoint>118 North Royal Street</delPoint>
<city>Mobile</city>
<adminArea>Alabama</adminArea>
<postCode>36602</postCode>
<eMailAdd>rswann@mobilebaynep.com</eMailAdd>
<country>US</country>
</cntAddress>
<cntPhone>
<voiceNum tddtty="">(251) 431-6409</voiceNum>
</cntPhone>
<cntHours>9:00 a.m. to 4:00 p.m. CST for phone calls.</cntHours>
</rpCntInfo>
<displayName>Roberta Swann</displayName>
<role>
<RoleCd value="007"/>
</role>
<displayName>Roberta Swann</displayName>
</mdContact>
<mdMaint>
<maintFreq>
<MaintFreqCd value="009"/>
</maintFreq>
<usrDefFreq>
<duration>About every five years</duration>
</usrDefFreq>
</mdMaint>
<mdConst>
<Consts>
<useLimit>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;P STYLE="text-align:Justify;"&gt;&lt;SPAN&gt;&lt;SPAN&gt;Access Constraints:&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P STYLE="text-align:Justify;"&gt;&lt;SPAN&gt;I&lt;/SPAN&gt;&lt;SPAN&gt;t is strongly recommended that this data be acquired directly from the distributor described above and not indirectly through other sources which may have changed the data in some way. The distributor makes no claims as to the data's suitability for other purposes.&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN /&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;</useLimit>
<useLimit>&lt;DIV STYLE="text-align:Left;"&gt;&lt;P STYLE="text-align:Justify;font-size:16ptmargin:7 0 7 0;"&gt;&lt;SPAN&gt;&lt;SPAN&gt;Use Constraints:&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P STYLE="text-align:Justify;font-size:16ptmargin:7 0 7 0;"&gt;&lt;SPAN&gt;&lt;SPAN&gt;Acknowledgement of the Mobile Bay National Estuary Program (MBNEP) and the State Lands Division of the Alabama Department of Conservation and Natural Resources (SLD) as a data source would be appreciated in products developed from these data, and such acknowledgment as is standard for citation and legal practices for data source is expected by users of this data. Sharing new data layers developed directly from these data would also be appreciated by MBNEP and SLD staff. Users should be aware that comparison with other data sets for the same area from other time periods may be inaccurate due to inconsistencies resulting from changes in mapping conventions, data collection, environmental conditions, and computer processes over time. The distributor shall not be liable for improper or incorrect use of this data, based on the description of appropriate/inappropriate uses described in this metadata document. These data are not legal documents and are not to be used as such.&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN /&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;</useLimit>
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<dqInfo>
<report dimension="" type="DQQuanAttAcc">
<measDesc>Attribute Accuracy Report: Digital Aerial Photography: Aerial imagery was acquired using a Z/I Imaging digital mapping camera (DMC). To accurately position each aerial photo center (principal point), the aerial mapping technology used an airborne global positioning system (ABGPS) and inertial measurement unit (IMU). The ABGPS/IMU recorded the position and orientation of the camera platform during all flight missions. Exact measurements obtained from the ABGPS and IMU provided positional accuracy of the resultant imagery suitable to support generation of ortho imagery.
Intergraph’s ISAT system for softcopy aerotriangulation was used for photogrammetric production of the ortho imagery. The orthorectification process relied on the aerial imagery, camera calibration data, aerotriangulation data, and a digital elevation model (DEM). The procedure was performed in a fully digital workflow environment, using measurements obtained from the ABGPS and IMU to provide accurate exterior orientation of the imagery. The process included use of the location and coordinate positions of the ABGPS and GPS photo control points as well as a precise camera calibration for the DMC used to capture the images.
The aerotriangulation process extended horizontal control from relatively few ground survey control points to additional supplemental control points (i.e., pass points). Common pass points and tie points among overlapping image frames were collected. The final solution was produced using a rigorous simultaneous least squares adjustment on the ABGPS and IMU data, to adjust and verify the positional tolerances of individual images. The root mean square errors of the ABGPS were X=0.078 m, Y=0.068 m, and Z=0.081 m. The output for the orientation angles (a measurement of the orientation of one image to another) was X=0.004 m, Y=0.003 m, and Z=0.006 m.
Submerged Aquatic Vegetation Polygons: Two mapping analysts visually reviewed the SAV polygons superimposed on the digital imagery to check completeness and edges, and consulted regarding questionable areas. The analysts reviewed the attribute classification for each delineated area and made determinations of accuracy of the habitat categories based of the field species and bed density data. The entire data set was reviewed after completion.
A quality control assessment was performed to test spatial and thematic accuracy of the completed polygonal data set. The spatial test was performed to assess the horizontal spatial error of SAV polygon boundaries, based on comparison with actual SAV boundaries in the field. The thematic test was performed to assess the correctness of habitat attributes, such as SAV presence and species composition. Independent data sets of field points were used to test the spatial and thematic accuracies. The accuracy test points were removed from the overall data set prior to producing the SAV polygons. After completion of the polygonal database, 48 locations tagged with GPS as field edge points were imported into ArcGIS and compared with the estimated locations of their corresponding polygons. Field edge points collected prior to September 15 were used for testing summer polygons, and edge point data collected after September 15 were used for fall polygons. Polygons were spatially buffered 5 m inside and 5 m outside the estimated bed edge to produce a 10-m-wide zone along the delineated boundaries. If a test point fell within the 10-m buffer it was considered to meet spatial accuracy requirements. Of the 48 test points, six fell outside the buffer (12.5%), three each for the summer and fall polygons. The average spatial error of all 48 test points was 3.17 meters (10.4 feet) from the polygon boundaries. To test thematic accuracy, an error matrix was created using 225 field points, selected from the 2015 field points using a random number generator. The error matrix compared the actual field data with the predicted polygon classes. All oligohaline (low-salinity) habitat categories were combined as “Freshwater Mix” for the thematic accuracy test. Other classes were Shoalgrass, Shoalgrass-Widgeon grass, and No SAV. The overall classification accuracy was computed as the total number of correct class predictions divided by the total number of cells in the matrix. The thematic accuracy was determined to be 87%. Most of the thematic errors consisted of bare areas (No SAV) within patchy SAV polygons, or patchy or sparse SAV that was not delineated due to poor visibility or absence of signatures on the imagery.</measDesc>
<evalMethDesc>ArcGIS 10.3 software was used to create and maintain topological relationships between features. There are no duplicate features, but coincident lines are maintained between data layers where appropriate. Polygonal features begin and end at the same point, contain no overshoots or undershoots, and contain a single label. Linear features are continuous where appropriate, i.e., dangling arcs are removed if they are not required.</evalMethDesc>
<measResult>
<ConResult>
<conSpec>
<resTitle>Quantitative attribute accuracy</resTitle>
<date>
<pubDate>2016-06-30T00:00:00</pubDate>
</date>
</conSpec>
<conExpl>Complete</conExpl>
<conPass>1</conPass>
</ConResult>
</measResult>
</report>
<report dimension="horizontal" type="DQAbsExtPosAcc">
<measDesc>A test was performed to assess the horizontal spatial error of SAV polygon boundaries, based on comparison with actual SAV boundaries in the field. After completion of the polygonal database, 48 locations tagged with GPS as field edge points were imported into ArcGIS and compared with the estimated locations of their corresponding polygons. Field edge points collected prior to September 15 were used for testing summer polygons, and edge point data collected after September 15 were used for fall polygons. Polygons were spatially buffered 5 m inside and 5 m outside the estimated bed edge to produce a 10-m-wide zone along the delineated boundaries. If a test point fell within the 10-m buffer it was considered to meet spatial accuracy requirements. Of the 48 test points, six fell outside the buffer (12.5%), three each for the summer and fall polygons. The average spatial error of all 48 test points was 3.17 meters (10.4 feet) from the polygon boundaries. </measDesc>
<evalMethDesc>QA/QC location data were collected in the field and used to check the accuracy of the polygons.</evalMethDesc>
<measResult>
<ConResult>
<conSpec>
<resTitle>Absolute external positional accuracy</resTitle>
<date>
<pubDate>2016-06-30T00:00:00</pubDate>
</date>
</conSpec>
<conExpl>Complete</conExpl>
<conPass>1</conPass>
</ConResult>
</measResult>
</report>
<dataLineage>
<statement>MBNEP Orthophotography provided the ground base for the delineation of the submerged aquatic vegetation in the Mobile Bay area.
</statement>
<dataSource type="">
<srcDesc>MBNEP Orthophotography provided the ground base for the delineation of the submerged aquatic vegetation in the Mobile Bay area.</srcDesc>
<srcScale>
<rfDenom>24000</rfDenom>
</srcScale>
</dataSource>
<prcStep>
<stepDesc>Quatum Spatial, Inc. (QSI) of St Petersburg, FL acquired the aerial photography and produced the geo-referenced ortho imagery. The summer imagery was acquired July 17-19 (Mobile Bay, Mobile-Tensaw Delta, Dauphin Island, Ft Morgan, and Perdido Key) and August 23, 25 and 26 (northern Mississippi Sound, Weeks Bay, Wolf Bay, and upper Perdido Bay). Environmental conditions during the project flights had minimal wind (&gt; 10 mph) and mostly cloudless conditions. All flights were conducted during hours with sun angles ranging between 35 and 45˚.
QSI utilized an Aero Commander 500 aircraft flown at of 15,000 feet during imagery acquisition. The aerial imagery was acquired using a Z/I Imaging digital mapping camera (DMC). The DMC was equipped with eight (8) cameras heads, four (4) for panchromatic and one (1) each for red, blue, green and near-infrared. Imagery was acquired to render a native pixel resolution of 1 meter for the study area. Imagery frames were formatted for 60% endlap and 30% sidelap. To accurately position each aerial photo center (principal point), the aerial mapping technology used an airborne global positioning system (ABGPS) and inertial measurement unit (IMU). The computerized flight-management system used ABGPS-supported aircraft navigation, interfaced with flight control software. Flight line start and stop points were processed by the onboard navigation system. During flight missions the ABGPS/IMU recorded the position and orientation of the camera platform. An Applanix IMU system ensured that tip, tilt, and swing of the camera was less than 3 degrees for each frame. Resolution loss due to blurring was avoided by a forward image motion compensation system. Image motion did not exceed 0.005 cm. The IMU system measured the position of the camera perspective center and orientation angles of each photograph at the midpoint of exposure, to an accuracy of 5-10 cm and 20-30 arc seconds, respectively. ABGPS coordinates were automatically collected in-flight for the principal point for each photographic frame. Dual-frequency GPS observation data were collected at a one second epoch. Additionally, inertial data were collected at a rate of 0.005 seconds. The ABGPS and inertial data were post-processed using Applanix MMS version 5.2 software, to provide accurate positional (x, y, and z) and rotation (omega, phi, and kappa) data of the camera. The three dimensional position of each exposure was determined from the ABGPS data, while the three-dimensional rotation of each exposure was determined from the inertial data.
Intergraph’s ISAT system for softcopy aerotriangulation was used for photogrammetric production of the ortho imagery. The orthorectification process relied on the aerial imagery, camera calibration data, aerotriangulation data, and a digital elevation model (DEM). The procedure was performed in a fully digital workflow environment, using measurements obtained from the ABGPS and IMU to provide accurate exterior orientation of the imagery. The process included use of the location and coordinate positions of the ABGPS and GPS photo control points as well as a precise camera calibration for the DMC used to capture the images.
The aerotriangulation process extended horizontal control from relatively few ground survey control points to additional supplemental control points (i.e., pass points). Common pass points and tie points among overlapping image frames were collected. Any large residuals were double checked and corrected, or replaced if necessary. Bundle adjustments were run with ground control and ABGPS separately, and then combined using different weighting units. Final adjustments assured that all measurements were in balance with each other and properly represented actual conditions. The final solution was produced using a rigorous simultaneous least squares adjustment on the ABGPS and IMU data, to adjust and verify the positional tolerances of individual images. The root mean square errors of the ABGPS were X=0.078 m, Y=0.068 m, and Z=0.081 m. The output for the orientation angles (a measurement of the orientation of one image to another) was X=0.004 m, Y=0.003 m, and Z=0.006 m
Digital orthophoto frames were created using National Elevation Dataset (NED) Digital Elevation Models (DEM), which were combined with the processed raw imagery and aerotriangulation data. Intergraphs OrthoPro software was used to produce the orthophotos. A final color balancing was performed across the entire dataset. A total of 1,068 individual ortho frames were produced, along with a mosaic in MrSID (.sid) format. These products are projected to North American Datum of 1983, Universal Transverse Mercator (UTM) Zone Number 16 North.
</stepDesc>
<stepDateTm>2016-06-30T00:00:00</stepDateTm>
<stepProc>
<rpIndName>Orthophotography</rpIndName>
<rpOrgName>Quatum Spatial, Inc. of St Petersburg, FL</rpOrgName>
<role>
<RoleCd value="009"/>
</role>
<rpCntInfo>
<cntAddress addressType="both">
<delPoint>10033 MLK St. North Suite 200</delPoint>
<city>St Petersburg</city>
<adminArea>Florida</adminArea>
<postCode>33716</postCode>
<country>US</country>
</cntAddress>
<cntPhone>
<voiceNum tddtty="">727-576-9500</voiceNum>
</cntPhone>
</rpCntInfo>
</stepProc>
</prcStep>
</dataLineage>
<report dimension="" type="DQConcConsis">
<measDesc>ArcGIS 10.3 software was used to create and maintain
topological relationships between features. There are no
duplicate features, but coincident lines are maintained
between data layers where appropriate. Polygonal features
begin and end at the same point, contain no overshoots or undershoots, and contain a single label. Linear features
are continuous where appropriate, i.e., dangling arcs are
removed if they are not required.
</measDesc>
<measResult>
<ConResult>
<conSpec>
<resTitle>Conceptual Consistency </resTitle>
<date>
<pubDate>2016-06-30T00:00:00</pubDate>
</date>
</conSpec>
<conExpl>Complete</conExpl>
<conPass>1</conPass>
</ConResult>
</measResult>
</report>
</dqInfo>
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