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Net Shoreline Movement: {NSM} m
Shoreline Change Envelope: {SCE} m
More Info
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Net Shoreline Movement: {NSM} m
Shoreline Change Envelope: {SCE} m
More Info
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End Point Rate: {EPR} m/yr
Shoreline Change Envelope: {SCE} m
Net Shoreline Movement: {NSM} m
More Info
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End Point Rate: {EPR} m/yr
Shoreline Change Envelope: {SCE} m
Net Shoreline Movement: {NSM} m
More Info
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Only data from the late 1800s, 1990, and the late 2000s provides complete coverage for the entire coast over a reasonably set period of time. All other data sources address sections of the coast, but not the entire state. As such, there are varying amounts of time-series data at any location along the coast. All data has been combined to utilize a uniform system of attributes - since the NOAA T-Sheet data was the most voluminous source of information their schema was used as the default; other data sources transferred similar data into the NOAA schema. There were various ways different source materiall defined and classified the shoreline; this descriptive information was retained in the field called \"ATTRIBUTE\" and to a lesser extent \"INFORM.\" The \"SOURCE_ID\" field is used to track the varying source data types. Several temporally related fields exist: \"SRCE_DATE\" in YYYYMMDD format is the best representation of the source material date and is suitable for sorting chronologically; \"DSAS_DATE\" uses a format predifined for the DSAS software package and replicates the information from \"SRC_DATE.\" The field \"DECADE\" allows for aggregation/sorting by decade. The field \"UNCERT_M\" is required by the DSAS software and represents a cummulative positional uncertainty estimate (in meters) for eaxh shoreline segment. The value combines best estimates for common sources of error - source survey/compilation, map georeferencing, map digitizing, and water level interpretation/location. The estimates are derived from serveral published papers from USGS when conducting similar studines witnin the northeast, and the total value represents the square root of the sum of squares. The field \"CONCERN\" identifies sections of shoreline that, under professional review, are deemd to be incorrectly located or eroneously depict shoreline. The review process entailed creating buffers based on the uncertainty values and comparing shorelines to assorted aerial photography. While the photo vintages and the shorelines were not complimentary in all cases, there are enough areas of immobility (e.g., rocky shorelines, exposed bedrock, certain manmade structures, etc.) that persist in stable enough positions to enable a general determination of goodness of fit. Shorelines that matched these features within the appropriate uncertainty buffers were identified as \"N\" for no concern: shorelines that exceeded the uncertainty bounds due to spatial misalignment issues (e.g., out of reference) or were likely misinterpreting the best location of shoreline (i.e., tidal flats instead of a higher water line) were identified as \"Y.\" In cases were uncertainty bounds were exceeded, but there was no conclusive way to determine the reason, or if they were in an areas of high shoreline variability, they were assumed to be correct and coded as \"N.\" Rather than being removed, they were coded as such to either (a) easily be omitted from any analysis, or (b) subject to a reassessment of uncertainty in order to be more appropriately used. 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Shoreline Decade: {DECADE}
Shoreline Date: {SRC_DATE}
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The shoreline \"rate of change\" statistic thus reflects a cumulative summary of the processes that altered the shoreline for the time period analyzed.", "connectionString": "url=https://cteco-web1.grove.ad.uconn.edu/ctmaps/rest/services/Coastal/Shoreline_Change_Long_Term/MapServer", "copyright": "CT DEEP, UCONN, CT SeaGrant, NOAA, USGS", "hasAttributionData": false, "serviceType": "Dynamic", "serviceFunction": "Operational", "baseMapGroup": null, "baseMapGroupIndex": "", "baseMapGroupIsMutuallyExclusive": false, "opacity": 1, "visible": true, "initiallyVisible": true, "drawingBehavior": "MapService", "iconUri": null, "includeInLayerList": true, "defaultAllowSymbolization": true, "isExpanded": true, "updateInterval": null, "dataProvider": null, "disableClientCaching": null, "serviceTag": "NlwBtdGfXLXl7za661+T5o/6pAuYimpTU+8FE3BWXq0=", "identifiable": null, "includeMosaicDatasetValues": null, "includeCatalogItems": null, "startTime": null, "endTime": null, "serverVersion": "10.91", "failureAction": "Warn", "failureTimeout": null, "requestEncoding": null, "supportsDynamicLayers": false, "hasLayerCatalog": false, "format": null, "themeSettings": [], "layerHyperlinks": [ { "encodeUriReplacementValues": "Automatic", "iconUri": null, "target": "_blank", "text": "More Info", "toolTip": null, "uri": "http://cteco.uconn.edu/viewers/coastalhazards.htm#shorelinechange" } ], "tileInfo": {}, "instantSearch": false, "layers": [ { "id": "9", "name": "Shoreline Change Transects 1880-2006", "nativeID": "9", "displayName": "Transects 1880-2006", "description": "Transects for historical shorline data spanning ~1880-2006 were created using the USGS Digial Shoreline Analysis software for ArcGIS 10.x. 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Transect ID: {TransectId}
Zone: {Bloom67_zones}
Sub-regional Basin: {SRBasin}
Net Shoreline Movement (m): {NSM}
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Net Shoreline Movement: {NSM} m
Shoreline Change Envelope: {SCE} m
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Net Shoreline Movement: {NSM} m
Shoreline Change Envelope: {SCE} m
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End Point Rate: {EPR} m/yr
Shoreline Change Envelope: {SCE} m
Net Shoreline Movement: {NSM} m
More Info
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End Point Rate: {EPR} m/yr
Shoreline Change Envelope: {SCE} m
Net Shoreline Movement: {NSM} m
More Info
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In these cases, it is expected that using a linear fit to the data is poorer, and as a result the uncertainty asociated with these shoreline change rates is higher than those whose trend is more linear.", "defaultVisibility": true, "featureType": "None", "type": "GroupLayer", "maxScale": 0, "minScale": 1500100, "visible": true, "initiallyVisible": true, "showMapTips": false, "identifiable": false, "queryable": false, "searchable": false, "supportsIdentify": false, "supportsQuery": false, "canCopyFeature": false, "snappable": false, "snappingEnabled": false, "hasAttachments": false, "featureZoomFactor": null, "featureZoomScale": null, "featureBorderColor": null, "featureBorderWidth": null, "featureFillColor": null, "showFeatureHyperlinks": null, "iconUri": null, "includeInLayerList": true, "includeInLegend": false, "allowSymbolization": true, "legendUrl": null, "styleName": null, "drawIndex": null, "canToggleLabels": false, "showLabels": false, "dataProvider": null, "featureLabel": null, "featureDescription": null, "featureLongDescription": null, "isExpanded": false, "displayField": "", "primaryKeyField": "", "fullExtent": { "xmin": -8200303.6425234536, "ymin": 5010338.1762344763, "xmax": -7996040.95122335, "ymax": 5069696.4215757241, "spatialReference": { "wkid": 102100 } }, "parentLayerId": null, "subLayerIds": [ "7", "8" ], "hasReports": false, "hasDataLinks": false, "fields": [], "featureHyperlinks": [], "layerHyperlinks": [], "isDynamic": false, "dynamicDefinition": null, "themeSettings": [], "tileLevelLimits": [] }, { "id": "7", "name": "Positive Linear Regression Rates (meters/year)", "nativeID": "7", "displayName": "Positive Linear Regression Rates (m/yr)", "description": "Transects for historical shorline data spanning ~1880-2006 were created using the USGS Digial Shoreline Analysis software for ArcGIS 10.x. Tansects were cleaned, clipped to the shoreline change envelope (the distance between the shoreline farthest from and closest to the baseline at each transec) and merged with statisitical analyses from DSAS providing rate of chage data, confidence intervals, and other supplementary statistics. Additional desciptors were included to allow users to parse transects for omission (i.e., those that may reflect excessive development, fill, or do not meet certain quality conditions) as well as to group/associate transects by politcal town, drainage basin, or geologic zone.", "defaultVisibility": true, "featureType": "Line", "type": "FeatureLayer", "maxScale": 0, "minScale": 1500100, "visible": true, "initiallyVisible": false, "showMapTips": true, "identifiable": true, "queryable": true, "searchable": false, "supportsIdentify": true, "supportsQuery": true, "canCopyFeature": true, "snappable": true, "snappingEnabled": false, "hasAttachments": false, "featureZoomFactor": null, "featureZoomScale": null, "featureBorderColor": null, "featureBorderWidth": null, "featureFillColor": null, "showFeatureHyperlinks": "ShowAll", "iconUri": null, "includeInLayerList": true, "includeInLegend": true, "allowSymbolization": true, "legendUrl": null, "styleName": null, "drawIndex": null, "canToggleLabels": false, "showLabels": true, "dataProvider": null, "featureLabel": "Linear Regression Rate", "featureDescription": "
Linear Regression Rate: Positive
Linear Regression Rate: {LRR} (m/yr)
Regression R-squared statistic: {LR2}
Standard error of the estimate: {LSE}
Net Shoreline Movement: {NSM} m
Shoreline Change Envelope: {SCE} m
More Info
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Tansects were cleaned, clipped to the shoreline change envelope (the distance between the shoreline farthest from and closest to the baseline at each transec) and merged with statisitical analyses from DSAS providing rate of chage data, confidence intervals, and other supplementary statistics. Additional desciptors were included to allow users to parse transects for omission (i.e., those that may reflect excessive development, fill, or do not meet certain quality conditions) as well as to group/associate transects by politcal town, drainage basin, or geologic zone.", "defaultVisibility": true, "featureType": "Line", "type": "FeatureLayer", "maxScale": 0, "minScale": 1500100, "visible": true, "initiallyVisible": false, "showMapTips": true, "identifiable": true, "queryable": true, "searchable": false, "supportsIdentify": true, "supportsQuery": true, "canCopyFeature": true, "snappable": true, "snappingEnabled": false, "hasAttachments": false, "featureZoomFactor": null, "featureZoomScale": null, "featureBorderColor": null, "featureBorderWidth": null, "featureFillColor": null, "showFeatureHyperlinks": "ShowAll", "iconUri": null, "includeInLayerList": true, "includeInLegend": true, "allowSymbolization": true, "legendUrl": null, "styleName": null, "drawIndex": null, "canToggleLabels": false, "showLabels": true, "dataProvider": null, "featureLabel": "Linear Regression Rate", "featureDescription": "
Linear Regression Rate: Negative
Linear Regression Rate: {LRR} (m/yr)
Regression R-squared statistic: {LR2}
Standard error of the estimate: {LSE}
Net Shoreline Movement: {NSM} m
Shoreline Change Envelope: {SCE} m
More Info
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Only data from the late 1800s, 1990, and the late 2000s provides complete coverage for the entire coast over a reasonably set period of time. All other data sources address sections of the coast, but not the entire state. As such, there are varying amounts of time-series data at any location along the coast. All data has been combined to utilize a uniform system of attributes - since the NOAA T-Sheet data was the most voluminous source of information their schema was used as the default; other data sources transferred similar data into the NOAA schema. There were various ways different source materiall defined and classified the shoreline; this descriptive information was retained in the field called \"ATTRIBUTE\" and to a lesser extent \"INFORM.\" The \"SOURCE_ID\" field is used to track the varying source data types. Several temporally related fields exist: \"SRCE_DATE\" in YYYYMMDD format is the best representation of the source material date and is suitable for sorting chronologically; \"DSAS_DATE\" uses a format predifined for the DSAS software package and replicates the information from \"SRC_DATE.\" The field \"DECADE\" allows for aggregation/sorting by decade. The field \"UNCERT_M\" is required by the DSAS software and represents a cummulative positional uncertainty estimate (in meters) for eaxh shoreline segment. The value combines best estimates for common sources of error - source survey/compilation, map georeferencing, map digitizing, and water level interpretation/location. The estimates are derived from serveral published papers from USGS when conducting similar studines witnin the northeast, and the total value represents the square root of the sum of squares. The field \"CONCERN\" identifies sections of shoreline that, under professional review, are deemd to be incorrectly located or eroneously depict shoreline. The review process entailed creating buffers based on the uncertainty values and comparing shorelines to assorted aerial photography. While the photo vintages and the shorelines were not complimentary in all cases, there are enough areas of immobility (e.g., rocky shorelines, exposed bedrock, certain manmade structures, etc.) that persist in stable enough positions to enable a general determination of goodness of fit. Shorelines that matched these features within the appropriate uncertainty buffers were identified as \"N\" for no concern: shorelines that exceeded the uncertainty bounds due to spatial misalignment issues (e.g., out of reference) or were likely misinterpreting the best location of shoreline (i.e., tidal flats instead of a higher water line) were identified as \"Y.\" In cases were uncertainty bounds were exceeded, but there was no conclusive way to determine the reason, or if they were in an areas of high shoreline variability, they were assumed to be correct and coded as \"N.\" Rather than being removed, they were coded as such to either (a) easily be omitted from any analysis, or (b) subject to a reassessment of uncertainty in order to be more appropriately used. The data is preconfiguered to be compatible with the USGS Digital Shoreline Analysis System (DSAS) and is suitable for both cartographic displays and more rigorus shoreline change analysis studies.", "defaultVisibility": true, "featureType": "Line", "type": "FeatureLayer", "maxScale": 0, "minScale": 1500100, "visible": true, "initiallyVisible": false, "showMapTips": true, "identifiable": true, "queryable": true, "searchable": false, "supportsIdentify": true, "supportsQuery": true, "canCopyFeature": true, "snappable": true, "snappingEnabled": false, "hasAttachments": false, "featureZoomFactor": null, "featureZoomScale": null, "featureBorderColor": null, "featureBorderWidth": null, "featureFillColor": null, "showFeatureHyperlinks": "ShowAll", "iconUri": null, "includeInLayerList": true, "includeInLegend": true, "allowSymbolization": true, "legendUrl": null, "styleName": null, "drawIndex": null, "canToggleLabels": false, "showLabels": true, "dataProvider": null, "featureLabel": "Shorelines: 1880s-2006", "featureDescription": "
Shoreline Decade: {DECADE}
Shoreline Date: {SRC_DATE}
More Info
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Minor:Solid structures sustain exterior damage (e.g., missing roofs or roof segments); some mobile homes and light structures are destroyed, many are damaged or displaced.Major:(Wind) Some solid structures are destroyed; most sustain exterior and interior damage (roofs missing, interior walls exposed); most mobile homes and light structures are destroyed.(Storm Surge) Extensive structural damage and/or partial collapse due to surge effects. Partial collapse of exterior bearing walls. Destroyed:(Wind) Most solid and all light or mobile home structures destroyed.(Storm Surge) The structure has been completely destroyed or washed away by surge effects. DMG_COMBO values use the above criteria, as well as the following criteria based on modeled flood depth:Affected:Modeled Flood Depth (or Storm Surge): >0 to 2 feet and flooding observed. Depth damage relationships may vary based on building or foundation type, as well as duration or velocity of flood event. In areas of high rise development, modeled results are used exclusively.Minor:Modeled Flood Depth (or Storm Surge): 2 to 5 feet and flooding observed. Depth damage relationships may vary based on building or foundation type, as well as duration or velocity of flood event. In areas of high rise development, modeled results are used exclusively.Major:Modeled Flood Depth (or Storm Surge): Greater than 5 feet, flooding observed, and not high rise construction. Depth damage relationships may vary based on building or foundation type, as well as duration or velocity of flood event. In areas of high rise development, modeled results are used exclusively. 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Inundated: {INUNDATED}
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Damage Type: {DAMAGETYPE}
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Point dataset representing individual analysis at the building level. Attributes show presence or absence of flood water (\"INUNDATED\") and level of damage (\"DAMAGE\"). Note - A new field \"DMG_COMBO\" has been added to represent damage classes derived from a combination of ImageCat assessments and modeled flood depth.Shapefile download: http://184.72.33.183/GISData/ImageCat/result_v26_20121119_2000EST.zipExplanation of observation-based DAMAGE values:Affected:Generally superficial damage to solid structures (loss of tiles or roof shingles); some mobile homes and light structures damaged or displaced. Minor:Solid structures sustain exterior damage (e.g., missing roofs or roof segments); some mobile homes and light structures are destroyed, many are damaged or displaced.Major:(Wind) Some solid structures are destroyed; most sustain exterior and interior damage (roofs missing, interior walls exposed); most mobile homes and light structures are destroyed.(Storm Surge) Extensive structural damage and/or partial collapse due to surge effects. Partial collapse of exterior bearing walls. Destroyed:(Wind) Most solid and all light or mobile home structures destroyed.(Storm Surge) The structure has been completely destroyed or washed away by surge effects.DMG_COMBO values use the above criteria, as well as the following criteria based on modeled flood depth:Affected:Modeled Flood Depth (or Storm Surge): >0 to 2 feet and flooding observed. Depth damage relationships may vary based on building or foundation type, as well as duration or velocity of flood event. 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Damage Type: {DAMAGETYPE}
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Point dataset representing individual analysis at the building level. The field \"DMG_COMBO\" represents damage classes derived from a combination of ImageCat assessments and modeled flood depth.Shapefile download: http://184.72.33.183/GISData/ImageCat/result_v27_20121121_2000EST.zipExplanation of observation-based DAMAGE values:Affected:Generally superficial damage to solid structures (loss of tiles or roof shingles); some mobile homes and light structures damaged or displaced. Minor:Solid structures sustain exterior damage (e.g., missing roofs or roof segments); some mobile homes and light structures are destroyed, many are damaged or displaced.Major:(Wind) Some solid structures are destroyed; most sustain exterior and interior damage (roofs missing, interior walls exposed); most mobile homes and light structures are destroyed.(Storm Surge) Extensive structural damage and/or partial collapse due to surge effects. Partial collapse of exterior bearing walls. 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In 2014 this technology was transferred to Hwind Scientific, a US private sector firm as allowed under the Technology Transfer Act of 1986 (15 US Code 3710). The images and data sets formerly available on this site, are now publicly available at:\nhttp://www.hwind.co/legacy_data/\nReal-time and post storm wind field products for the 2014 Hurricane season and future years are available at Hwind Scientific's commercial site:\nhttp://www.hwind.co\nHwind Scientific will also offer a revised historical archive with user support, time-centered, post storm analyses, larger domains, higher resolution grids, consistent analysis methodologies, and error corrections.\n\nScientific publications using H*Wind products should cite one or more of these papers :\nPowell, M. D., S. Murillo, P. Dodge, E. Uhlhorn, J. Gamache, V. Cardone, A. Cox, S. Otero, N. Carrasco, B. Annane, and R. St. Fleur, 2010: Reconstruction of Hurricane Katrina?s wind fields for storm surge and wave hindcasting. Ocean Engineering, 37, 26-36.\nPowell, M. D., S. H. Houston, L. R. Amat, and N Morisseau-Leroy, 1998: The HRD real-time hurricane wind analysis system. J. Wind Engineer. and Indust. Aerodyn. 77&78, 53-64\nPowell, M. D., and S. H. Houston, 1998: Surface wind fields of 1995 Hurricanes Erin, Opal, Luis, Marilyn, and Roxanne at landfall. Mon Wea. Rev., 126, 1259-1273.\nPowell, M.D., S.H.Houston, and T.A. Reinhold, 1996: Hurricane Andrew's landfall in South Florida Part I : Standardizing measurements for documentation of surface wind fields. Wea. Forecast. 11, 304-328.\nPowell, M.D., and S.H.Houston, 1996: Hurricane Andrew's landfall in South Florida Part II : Surface wind fields and potential real-time applications. Wea. 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Maximum surface wind speed (mi/hr): {MAXSFC_MPH}
Direction (azimuth) of max wind: {MAXSFC_DIR}
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Surface wind speed (m/s): {SFC_SPD}
Surface wind speed (knots): {SFC_SPD_KT}
Surface wind speed (mi/hr): {SFC_SPD_MP}
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Location ID: {ID}
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Impact Rank: {ImpactRnk}
Households: {HH10}
Exposed Households: {E_HH10}

Number of Full Verified Loss households:
  Affected (total loss $0-$5000): {Affected}
  Minor (total loss $5000-$17,000): {Minor}
  Major (total loss more than $17,000): {Moderate}
  Destroyed: {Destroyed}
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County: {COUNTY}
Impact Rank: {ImpactRnk}
Households: {HH10}
Exposed Households: {E_HH10}


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Line features represent single-line rivers and streams, flow connectors, aqueducts, canals, and ditches. Line features also enclose all polygon features in the form of shorelines, dams, and closure lines separating adjacent water features. The Named Waterbody layer is based on information from USGS topographic quadrangle maps published between 1969 and 1984 so it does not depict conditions at any one particular point in time. Also, the layer does not reflect recent changes with the course of streams or location of shorelines impacted by natural events or changes in development since the time the USGS 7.5 minute topographic quadrangle maps were published. Attribute information is comprised of codes to identify waterbody features by type, cartographically represent (symbolize) waterbody features on a map, select waterbodies appropriate to display at different map scales, identify individual waterbodies on a map by name, and describe waterbody feature area and length. The names assigned to individual waterbodies are based on information published on the USGS 7.5 minute topographic quadrangle maps or other state and local maps. The Named Waterbody layer does not include bathymetric, stream gradient, water flow, water quality, or biological habitat information. 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