Report

Culvert Replacement Reports

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{{vm.reportTitle}}

Region ID:
{{vm.studyAreaService.selectedStudyArea.RegionID}}
Workspace ID:
{{vm.studyAreaService.selectedStudyArea.WorkspaceID}}
Clicked Point (Latitude, Longitude):
{{vm.studyAreaService.selectedStudyArea.Pourpoint[0].Latitude.toFixed(5)}}, {{vm.studyAreaService.selectedStudyArea.Pourpoint[0].Longitude.toFixed(5)}}
Delineation Points (Latitude, Longitude):
{{coordinate.Latitude.toFixed(5)}}, {{coordinate.Longitude.toFixed(5)}}
View clicked line points
Clicked Line Points (Latitude, Longitude):
{{coordinate.Latitude.toFixed(5)}}, {{coordinate.Longitude.toFixed(5)}}
NHD Stream GNIS Name of Click Point: To view information about how stream name was selected or to edit stream name, see "NHD Features of Delineated Basin" section below.
NHD Stream GNIS Name of Click Points: To view information about how stream name was selected or to edit stream name, see "NHD Features of Delineated Basin" section below.
{{ stream.GNIS_NAME ? stream.GNIS_NAME : 'Stream name not found' }}
HUC 8 of Clicked Point:
HUC 8 of Clicked Points:
{{huc8.huc8}} ({{huc8.name}})
Time:
{{vm.studyAreaService.selectedStudyArea.Date | date:'yyyy-MM-dd HH:mm:ss Z'}}


{{vm.reportComments}}

  Basin Characteristics

Parameter Code Parameter Description Value Unregulated Value Unit
{{parameter.value == -99999 ? 'undefined' : parameter.value}} {{parameter.unRegulatedValue == -99999 ? 'undefined' : parameter.unRegulatedValue.toFixed(3)}}

General Disclaimers

Parameter values have been edited, computed flows may not apply.
Upstream regulation was checked for this watershed.
This watershed is {{vm.studyAreaService.regulationCheckResults.percentarearegulated.toFixed(2)}} percent regulated, computed flows may not apply.
This watershed has been edited, computed flows and basin characteristics may not apply. For more information, submit a support request from the 'Help' button in the upper-right of the screen, attach a pdf of this report and request assistance from your local StreamStats regional representative.
{{vm.studyAreaService.selectedStudyArea.Disclaimers.isInExclusionArea}}
{{vm.studyAreaService.selectedStudyArea.Disclaimers.hasKarst}}
The resulting delineations are derived from digital elevation data and storm drain vectors that have been processed to enforce drainage through storm drains.
Urban regression equations for peak flows were not developed using streamgages which incorporate storm drain delineations and therefore should be used with caution.

  {{statisticsGroup.name}}

{{statisticsGroup.name}} Parameters  

Parameter Code Parameter Name Value Unregulated Value Units Min Limit Max Limit
{{parameter.value == -99999 ? 'undefined' : parameter.value}} {{parameter.unRegulatedValue == -99999 ? 'undefined' : parameter.unRegulatedValue}}

{{statisticsGroup.name}} Disclaimers  

{{regressionRegion.disclaimer}}

{{statisticsGroup.name}} Flow Report  

PIL: Lower 90% Prediction Interval, PIU: Upper 90% Prediction Interval, ASEp: Average Standard Error of Prediction, SE: Standard Error, PC: Percent Correct, RMSE: Root Mean Squared Error, PseudoR^2: Pseudo R Squared (other -- see report)
Statistic Value Unregulated Value Unit PIL PIU Equiv. Yrs.
{{stat.name}} {{stat.value == -99999 ? 'undefined' : stat.value.toUSGSvalue()}}

{{statisticsGroup.name}} Citations

Disclaimer for delineated basin:

The basin presented on this map and available for download was delineated from LiDAR and not by StreamStats.

Site Information

Parameter Name Parameter Description Value
{{parameter.name}} {{parameter.description}} {{parameter.value == -99999 ? null : parameter.value}}
Search for the NAACC Code on the NAACC Data Center Stream Crossing Explorer for additional information.

Basin Characteristics

Parameter Name Parameter Description Value Unit
{{parameter.name}} {{parameter.description}} {{parameter.value == -99999 ? null : parameter.value}}

Basin Characteristics Citations

{{citation.citation}} {{citation.citation}}

Stream Habitat and Connectivity Characteristics

Parameter Name Parameter Description Value
{{parameter.name}} {{parameter.description}} {{parameter.value ? parameter.value : 'No Data'}}
{{parameter.name}} {{parameter.description}} {{parameter.value}}

Stream Habitat and Connectivity Characteristics Citations

{{citation.citation}} {{citation.citation}}

Road Crossing Characteristics

Parameter Name Parameter Description Value Unit
{{parameter.name}} {{parameter.description}} {{parameter.value ? parameter.value : 'No Data'}}

Road Crossing Characteristics Citations

{{citation.citation}} {{citation.citation}}

Peak-Flow Statistics Flow Report

Parameter Name Parameter Description Value Unit
{{parameter.name}} {{parameter.description}} {{parameter.value == -99999 ? null : parameter.value}}

Peak-Flow Statistics Citations

{{citation.citation}} {{citation.citation}}

Bankfull Statistics Flow Report

Parameter Name Parameter Description Value Unit
{{parameter.name}} {{parameter.description}} {{parameter.value == -99999 ? null : parameter.value}}

Bankfull Statistics Citations

{{citation.citation}} {{citation.citation}}
Note: HEC-RAS Model Files are available for download below.

Disclaimer for preliminary culvert designs:

The intent of this tool is to provide a preliminary design. Not all design consideration (i.e. specific bathymetric elevations, backwater effect, freeboard, adjacent structures, soil type, scour, channel migration, etc.) could be incorporated into this preliminary design tool. Field review and verification should be performed, and the final design should be reviewed by a licensed engineer.
Highlighted values do not meet the Stream Crossing Standards.
Preliminary 3-Sided Box Culvert Design meeting the 10- and 25-Year Flood Flows and Stream Crossing Standards
Box Culvert
Parameter Name Parameter Description 10-Yr Flow 25-Yr Flow Meets SCS Unit
{{parameter.name}} {{parameter.description}} {{parameter.value[0].value_10yr !== '' && parameter.value[0].value_10yr !== null ? parameter.value[0].value_10yr : 'No Data'}} {{parameter.value[0].value_25yr !== '' && parameter.value[0].value_25yr !== null ? parameter.value[0].value_25yr : 'No Data'}} {{parameter.value[0].value_scs !== '' && parameter.value[0].value_scs !== null ? parameter.value[0].value_scs : 'No Data'}}
{{parameter.name}} {{parameter.description}} {{ parameter.value[0].value_10yr}} No Data {{parameter.value[0].value_25yr}} No Data {{parameter.value[0].value_scs}} No Data

Hydraulic Model Citations

{{citation.citation}} {{citation.citation}}
Preliminary 3-Sided Arch Culvert Design meeting the 10- and 25-Year Flood Flows and Stream Crossing Standards
Arch Culvert
Parameter Name Parameter Description 10-Yr Flow 25-Yr Flow Meets SCS Unit
{{parameter.name}} {{parameter.description}} {{parameter.value[0].value_10yr !== '' && parameter.value[0].value_10yr !== null ? parameter.value[0].value_10yr : 'No Data'}} {{parameter.value[0].value_25yr !== '' && parameter.value[0].value_25yr !== null ? parameter.value[0].value_25yr : 'No Data'}} {{parameter.value[0].value_scs !== '' && parameter.value[0].value_scs !== null ? parameter.value[0].value_scs : 'No Data'}}
{{parameter.name}} {{parameter.description}} {{ parameter.value[0].value_10yr}} No Data {{parameter.value[0].value_25yr}} No Data {{parameter.value[0].value_scs}} No Data

Hydraulic Model Citations

{{citation.citation}} {{citation.citation}}
Preliminary Pipe Culvert Design meeting the 10- and 25-Year Flood Flows and Stream Crossing Standards
Pipe Culvert
Parameter Name Parameter Description 10-Yr Flow 25-Yr Flow Meets SCS Unit
{{parameter.name}} {{parameter.description}} {{parameter.value[0].value_10yr !== '' && parameter.value[0].value_10yr !== null ? parameter.value[0].value_10yr : 'No Data'}} {{parameter.value[0].value_25yr !== '' && parameter.value[0].value_25yr !== null ? parameter.value[0].value_25yr : 'No Data'}} {{parameter.value[0].value_scs !== '' && parameter.value[0].value_scs !== null ? parameter.value[0].value_scs : 'No Data'}}
{{parameter.name}} {{parameter.description}} {{ parameter.value[0].value_10yr}} No Data {{parameter.value[0].value_25yr}} No Data {{parameter.value[0].value_scs}} No Data

Hydraulic Model Citations

{{citation.citation}} {{citation.citation}}

Massachusetts Stream Crossing Citation

Sturtevant, L.P., and McCarthy, B.A., 2024, Massachusetts stream crossing project data web map service: U.S. Geological Survey data release, https://doi.org/10.5066/P9BL9CW4.

  NHD Features of Delineated Basin

NHD Streams Intersecting Basin Delineation Boundary

This functionality attempts to find the stream name at the delineation point. The name of the nearest intersecting National Hydrography Dataset (NHD) stream is selected by default to appear in the report above. NHD streams do not correspond to the StreamStats stream grid and may not be accurate. If you would like a different stream to appear in the above section, please make a selection below.

Watershed {{$index + 1}}

No NHD streams intersect the delineated basin.
GNIS ID GNIS Name Distance from Clicked Point (ft) Feature Type Selected Stream Name
{{stream.GNIS_ID}} {{stream.GNIS_NAME}} {{stream.distanceToPourPoint | number:2}} {{stream.featureType}}

There was error querying NHD Streams.

Watershed Boundary Dataset (WBD) HUC 8 Intersecting Basin Delineation Boundary

This functionality attempts to find the intersecting HUC 8 of the delineated watershed. HUC boundaries do not correspond to the StreamStats data and may not be accurate.

HUC 8 Name
{{HUC8.huc8}} {{HUC8.name}}
There was error querying WBD HUC8s.
No WBD HUC8s intersect the delineated basin.

NHD Hydrologic Features Citations

U.S. Geological Survey, 2022, USGS TNM - National Hydrography Dataset, accessed July 21, 2022 at URL https://hydro.nationalmap.gov/arcgis/rest/services/nhd/MapServer/6. U.S. Geological Survey, 2022, USGS TNM - National Hydrography Dataset, accessed July 21, 2022 at URL https://hydro.nationalmap.gov/arcgis/rest/services/wbd/MapServer/4.

  {{sc.name}} (FDCTM)

Flow Duration Curve Transfer Method (FDCTM) unable to compute: Relative Stream Density is undefined.
{{p.name}}: {{p.value | date:'yyyy/MM/dd'}}

Exceedance Probabilities of Clicked Point

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Exceedance Flow Exceeded (cfs)
{{exceedanceProbability.exceedance}} {{exceedanceProbability.flowExceeded}}

Estimated Flows

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Discharge (cfs)
Date Estimated Observed ({{r.referanceGage.stationID}})
{{obs.date| date:'yyyy/MM/dd'}} {{vm.getEstimatedFlow(obs,r.estimatedFlow.observations)}} {{obs.hasOwnProperty('value') ? obs.value.toUSGSvalue() : obs.hasOwnProperty('dataCode') ? obs.dataCode : 'N/A'}}
Index Gage
Station ID: {{r.referanceGage.stationID}}  Open Gage Page
Name: {{r.referanceGage.name}}
Latitude: {{r.referanceGage.latitude_DD}} Decimal Degrees
Longitude: {{r.referanceGage.longitude_DD}} Decimal Degrees
NWIS Drainage Area: {{r.referanceGage.drainageArea_sqMI}} square miles

Flow-Duration Curve Transfer Method Citations

Lorenz, D.L., and Ziegeweid, J.R., 2016, Methods to estimate historical daily streamflow for ungaged stream locations in Minnesota: U.S. Geological Survey Scientific Investigations Report 2015–5181, 18 p.

  Flow Anywhere Method

{{vm.studyAreaService.flowAnywhereData.results.Warnings}}

Estimated Flow

Hide Show table
Date Estimated Flow (cfs) Observed Flow ({{vm.studyAreaService.flowAnywhereData.selectedGage.StationID}}) (cfs)
{{estimatedFlow.date | date:'yyyy/MM/dd'}} {{estimatedFlow.estimatedFlow.toUSGSvalue()}} {{estimatedFlow.observedFlow.toUSGSvalue()}}

Model Inputs

Reference Gage
Station ID: {{vm.studyAreaService.flowAnywhereData.selectedGage.StationID}}
Name: {{vm.studyAreaService.flowAnywhereData.selectedGage.Name}}
Latitude: {{vm.studyAreaService.flowAnywhereData.selectedGage.Latitude_DD}} Decimal Degrees
Longitude: {{vm.studyAreaService.flowAnywhereData.selectedGage.Longitude_DD}} Decimal Degrees
Drainage Area: {{vm.studyAreaService.flowAnywhereData.selectedGage.DrainageArea_sqMI}} square miles
Aggregated Region: {{vm.studyAreaService.flowAnywhereData.selectedGage.AggregatedRegion}}
Model Parameters
Start Date: {{vm.studyAreaService.flowAnywhereData.graphData.data[0].values[0].x | date:'yyyy/MM/dd'}}
End Date: {{vm.studyAreaService.flowAnywhereData.graphData.data[0].values[vm.studyAreaService.flowAnywhereData.graphData.data[0].values.length-1].x | date:'yyyy/MM/dd'}}
Drainage Area Ratio: {{vm.studyAreaService.flowAnywhereData.results.AreaRato.toUSGSvalue()}}
Constant 1 {{vm.studyAreaService.flowAnywhereData.results.Const1}}
Constant 2: {{vm.studyAreaService.flowAnywhereData.results.Const2}}
Constant 3: {{vm.studyAreaService.flowAnywhereData.results.Const3}}

Flow Anywhere Method Citations

Linhart, S.M., Nania, J.F., Sanders, C.L., Jur., and and Archfield, S.A., 2012, Computing daily mean streamflow at ungaged locations in Iowa by using the Flow Anywhere and Flow Duration Curve Transfer statistical methods: U.S. Geological Survey Scientific Investigations Report 2012-5232, 50 p.
 

  Channel-width Methods Weighting

No method weighting results returned.
{{message}}
PIL: Lower 90% Prediction Interval, PIU: Upper 90% Prediction Interval, ASEp: Average Standard Error of Prediction, PC: Percent Correct, RMSE: Root Mean Squared Error, PseudoR^2: Pseudo R Squared

{{rr.RR}}

Statistic Value Unit PIL PIU SEP
{{stat.Name}} {{stat.Z.toUSGSvalue()}} {{stat.Unit.abbr}} {{stat.PIl.toUSGSvalue()}} {{stat.PIu.toUSGSvalue()}} {{stat.SEPZ.toUSGSvalue()}}

Channel-width Methods Weighting Citations

Chase, K.J., Sando, R., Armstrong, D.W., and McCarthy, P., 2021, Regional regression equations based on channel-width characteristics to estimate peak-flow frequencies at ungaged sites in Montana using peak-flow frequency data through water year 2011 (ver. 1.1, September 2021): U.S. Geological Survey Scientific Investigations Report 2020-5142, 49 p.

  Sediment Machine Learning Models

Hide Show table
Date Observed Streamflow ({{vm.studyAreaService.sedimentModelData.selectedGage.StationID}}) (cfs) User-Provided Streamflow (cfs) Estimated Streamflow (cfs) Suspended-Sediment Concentration (mg/L) Suspended-Sediment Concentration Load (tons) Bedload (tons/day)
{{estimatedFlow.date}} {{estimatedFlow.streamflow | number:0}} {{estimatedFlow.SSC | number:0}} {{estimatedFlow.SSCLoad | number:0}} {{estimatedFlow.BL | number:0}}

NHDPlus V2 Stream Segment Source

Hide Show table
Stream Segment
COMID: {{vm.studyAreaService.selectedStream.attributes.COMID}}
GNIS Name: {{vm.studyAreaService.selectedStream.attributes.GNIS_NAME}}
Size Class: {{vm.studyAreaService.selectedStream.attributes.size_class}}
Drainage Area (square miles): {{vm.studyAreaService.streamDRNAREA | number:2}}
Distance From Delineation Point (m): {{vm.studyAreaService.selectedStreamDistance | number:2}}

Streamflow Source

Hide Show table
Reference Gage
Station ID: {{vm.studyAreaService.sedimentModelData.selectedGage.StationID}}
Name: {{vm.studyAreaService.sedimentModelData.selectedGage.Name}}
Latitude of Gage: {{vm.studyAreaService.sedimentModelData.selectedGage.Latitude_DD }} Decimal Degrees
Longitude of Gage: {{vm.studyAreaService.sedimentModelData.selectedGage.Longitude_DD}} Decimal Degrees
Start Date: {{vm.momentToDate(vm.studyAreaService.sedimentModelData.dateRange.dates.startDate) | date:'yyyy/MM/dd'}}
End Date: {{vm.momentToDate(vm.studyAreaService.sedimentModelData.dateRange.dates.endDate) | date:'yyyy/MM/dd'}}
Streamflow Type: {{vm.studyAreaService.sedimentModelData.streamflowPeriod == "daily" ? "Mean Daily Streamflow" : "15-Minute Streamflow"}}
User-Provided Streamflow
Start Date: {{vm.momentToDate(vm.studyAreaService.sedimentModelData.dateRange.dates.startDate) | date:'yyyy/MM/dd'}}
End Date: {{vm.momentToDate(vm.studyAreaService.sedimentModelData.dateRange.dates.endDate) | date:'yyyy/MM/dd'}}

See Flow Duration Curve Transfer Method (FDCTM) section for additional information on index gage used.

Suspended-Sediment Concentration Model Parameters

Hide Show table
Parameter Description Value Unit
Latitude Click point on NHDPlus V2 Stream {{vm.studyAreaService.sedimentModelData.input.body.lat | number:4}} Decimal Degrees
Longitude Click point on NHDPlus V2 Stream {{vm.studyAreaService.sedimentModelData.input.body.long | number:4}} Decimal Degrees
PK50AEP The PK50AEP value shown in the Peak-Flow report has been rounded to meet USGS standards. The value used to estimate sediment was not rounded. 50-percent annual exceedance probability flood {{vm.studyAreaService.sedimentModelData.input.body.PK50AEP}} ft^3/s
{{key}} {{value.Description[0]}} {{vm.roundToTwoDecimals(value.Value[0])}} {{value.Unit[0]}}

Bedload Model Parameters

Hide Show table
Parameter Description Value Unit
Latitude Click point on NHDPlus V2 Stream {{vm.studyAreaService.sedimentModelData.input.body.lat | number:4}} Decimal Degrees
Longitude Click point on NHDPlus V2 Stream {{vm.studyAreaService.sedimentModelData.input.body.long | number:4}} Decimal Degrees
PK50AEP The PK50AEP value shown in the Peak-Flow report has been rounded to meet USGS standards. The value used to estimate sediment was not rounded. 50-percent annual exceedance probability flood {{vm.studyAreaService.sedimentModelData.input.body.PK50AEP}} ft^3/s
{{key}} {{value.Description[0]}} {{vm.roundToTwoDecimals(value.Value[0])}} {{value.Unit[0]}}

Sediment Machine Learning Models Citations

Lund, J.W. and Groten, J.T., 2022, Extreme gradient boosting machine learning models, suspended sediment, bedload, streamflow, and geospatial data, Minnesota, 2007-2019: U.S. Geological Survey data release
J. William Lund, Joel T. Groten, Diana L. Karwan, Chad Babcock, Using machine learning to improve predictions and provide insight into fluvial sediment transport
 
There was an error computing sediment results.

USGS Storm Drain Disclaimer: The Storm Drain methods are being provided to meet the need for timely best science and are released on the condition that neither the USGS nor the U.S. Government may be held liable for any damages resulting from authorized or unauthorized use. At his time these methods are provisional and are subject to revision until thoroughly reviewed and approved.

USGS Data Disclaimer: Unless otherwise stated, all data, metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected. Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U.S. Geological Survey (USGS), no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty.

USGS Software Disclaimer: This software has been approved for release by the U.S. Geological Survey (USGS). Although the software has been subjected to rigorous review, the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or implied, is made by the USGS or the U.S. Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software is released on condition that neither the USGS nor the U.S. Government shall be held liable for any damages resulting from its authorized or unauthorized use.

USGS Product Names Disclaimer: Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government.

Application Version: {{vm.AppVersion}} [Development Version: Not for public consumption]
StreamStats Services Version: {{vm.SSServicesVersion}} [Development Version: Not for public consumption]
NSS Services Version: {{vm.NSSServicesVersion}} [Development Version: Not for public consumption]