Data Package Metadata   View Summary

Discharge time series for the primary inflow tributary entering Falling Creek Reservoir, Vinton, Virginia, USA 2013-2023

General Information
Data Package:
Local Identifier:edi.923.14
Title:Discharge time series for the primary inflow tributary entering Falling Creek Reservoir, Vinton, Virginia, USA 2013-2023
Alternate Identifier:DOI PLACE HOLDER
Abstract:

Discharge rates and water temperature of the primary inflow tributary into Falling Creek Reservoir (Vinton, Virginia, USA), also known as Tunnel Branch, were measured at a gauged weir on a 15-minute temporal resolution from May 2013 to December 2023. Falling Creek Reservoir is a drinking water supply reservoir owned and managed by the Western Virginia Water Authority (WVWA). The dataset consists of water temperatures and discharge rates calculated from a pressure transducer deployed by the WVWA in a rectangular weir (15 May 2013 - 06 June 2019) and in a v-notched weir (07 June 2019 - 31 December 2023) at the same site. From 07 June 2019 to 31 December 2023, water temperature and discharge data were also collected from a Virginia Tech-deployed (VT) pressure transducer installed in the same weir.

Publication Date:2024-02-07
For more information:
Visit: DOI PLACE HOLDER

Time Period
Begin:
2013-05-15
End:
2023-12-31

People and Organizations
Contact:Carey, Cayelan C. (Virginia Tech) [  email ]
Creator:Carey, Cayelan C. (Virginia Tech)
Creator:Breef-Pilz, Adrienne (Virginia Tech)
Creator:Delany, Austin D. (Virginia Tech)

Data Entities
Data Table Name:
Inflow_2013_2023.csv
Description:
FCR inflow dataset from 2013 to 2023
Data Table Name:
Inflow_maintenancelog_2013_2023.csv
Description:
Maintenance for the weir along with time periods for the rating curves
Data Table Name:
Inflow_gaugeheight_2019_2023.csv
Description:
Observed water level from the staff gauge used for the rating curve
Data Table Name:
Inflow_ratingcurve_2013_2023.csv
Description:
Rating curve information: slope, intercept, low pressure, and high pressure
Other Name:
Inflow_qaqc_2013_2023.R
Description:
Automated function for QAQC and calculating flow. Also known as L1 function
Other Name:
Inflow_inspection_2013_2023.Rmd
Description:
Visual inspection script to check the data before writing to csv
Other Name:
Plot_function.R
Description:
Function to create qaqc plots that can use plotly or not
Detailed Metadata

Data Entities


Data Table

Data:https://pasta-s.lternet.edu/package/data/eml/edi/923/14/aae7888d68753b276d1623680f81d5de
Name:Inflow_2013_2023.csv
Description:FCR inflow dataset from 2013 to 2023
Number of Records:363207
Number of Columns:19

Table Structure
Object Name:Inflow_2013_2023.csv
Size:31350059 bytes
Authentication:e0ac32a4b3ebfd92622229dc38719050 Calculated By MD5
Text Format:
Number of Header Lines:1
Record Delimiter:\n
Orientation:column
Simple Delimited:
Field Delimiter:,

Table Column Descriptions
 
Column Name:Reservoir  
Site  
DateTime  
WVWA_Pressure_psi  
WVWA_Baro_pressure_psi  
WVWA_Pressure_psia  
WVWA_Flow_cms  
WVWA_Temp_C  
VT_Pressure_psia  
VT_Flow_cms  
VT_Temp_C  
Flag_WVWA_Pressure_psi  
Flag_WVWA_Baro_pressure_psi  
Flag_WVWA_Pressure_psia  
Flag_WVWA_Flow_cms  
Flag_WVWA_Temp_C  
Flag_VT_Pressure_psia  
Flag_VT_Flow_cms  
Flag_VT_Temp_C  
Definition:Three-letter code corresponding to sampled reservoiSampling site within each reservoirDate and time of sampling. All data were collected in the Eastern Standard Time zone of the U.S.A.Uncorrected pressure measured by the WVWA INW sensor at the weirAtmospheric pressure measured by WVWA INW sensor at the dam of Falling Creek ReservoirCorrected pressure (with atmospheric pressure subtracted) measured by WVWA INW sensor at the weirDischarge flow rate derived from the WVWA pressure measured at the weir and weir rating curve. For 15 May 2013 - 6 June 2019 (rectangular weir) see Gerling et al. 2014 for equations. For 7 June 2019 - present (v-notch weir), see equations in metadata.Water temperature measured at the weir entering the reservoir by WVWACorrected pressure (with atmospheric pressure subtracted) by VT CS451 sensorDischarge flow rate derived from the VT pressure measured at the weir and weir rating curve. For 22 April 2019 - 6 June 2019 (rectangular weir) see Gerling et al. 2014 for equations. For 7 June 2019 - present (v-notch weir), see equations in metadata.Water temperature measured at the weir entering the reservoir by VT CS451 sensorData flag for WVWA_Pressure_psiData flag for WVWA_Baro_pressure_psiData flag for WVWA_Pressure_psiaData flag for WVWA_Flow_cmsData flag for WVWA_Temp_CData flag for VT_Pressure_psiaData flag for VT_Flow_cmsData flag for VT_Temp_C
Storage Type:string  
string  
date  
float  
float  
float  
float  
float  
float  
float  
float  
string  
string  
string  
string  
string  
string  
string  
string  
Measurement Type:nominalnominaldateTimeratioratioratioratioratioratioratiorationominalnominalnominalnominalnominalnominalnominalnominal
Measurement Values Domain:
Allowed Values and Definitions
Enumerated Domain 
Code Definition
CodeFCR
DefinitionFalling Creek Reservoir
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
Code100
DefinitionInflow stream of Falling Creek Reservoir
Source
FormatYYYY-MM-DD hh:mm:ss
Precision
UnitpoundsPerSquareInch
Typereal
Min13.712 
Max14.594 
UnitpoundsPerSquareInch
Typereal
Min13.367 
Max14.429 
UnitpoundsPerSquareInch
Typereal
Min-0.064 
Max0.764 
UnitcubicMetersPerSecond
Typereal
Min
Max0.524 
Unitcelsius
Typereal
Min-1.94 
Max26.94 
UnitpoundsPerSquareInch
Typereal
Min0.026 
Max0.675 
UnitcubicMetersPerSecond
Typereal
Min0.003 
Max0.274 
Unitcelsius
Typereal
Min-0.26 
Max27.49 
Allowed Values and Definitions
Enumerated Domain 
Code Definition
Code0
Definitionno flag
Source
Code Definition
Code1
Definitionvalue corrected to account for artificial increase in pressure after sensor maintenance
Source
Code Definition
Code5
Definitionvalue of NA due to leaking at weir
Source
Code Definition
Code7
Definitionmissing observation/not recorded
Source
Code Definition
Code8
Definitionvalues removed because of maintenance
Source
Code Definition
Code24
Definitionweir damaged due to weather
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
Code0
Definitionno flag
Source
Code Definition
Code2
Definitionsensor malfunction
Source
Code Definition
Code7
Definitionmissing observation/not recorded
Source
Code Definition
Code8
Definitionvalues removed because of maintenance
Source
Code Definition
Code24
Definitionweir damaged due to weather
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
Code0
Definitionno flag
Source
Code Definition
Code2
Definitionsensor malfunction
Source
Code Definition
Code5
Definitionvalue of NA due to leaking at weir
Source
Code Definition
Code7
Definitionmissing observation/not recorded
Source
Code Definition
Code8
Definitionvalues removed because of maintenance
Source
Code Definition
Code24
Definitionweir damaged due to weather
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
Code0
Definitionno flag
Source
Code Definition
Code2
Definitionsensor malfunction
Source
Code Definition
Code3
Definitionvalue of NA due to extremely low flows that are not well captured by rectangular or v-notch weir
Source
Code Definition
Code4
Definitiondemonic intrusion
Source
Code Definition
Code5
Definitionvalue of NA due to leaking at weir
Source
Code Definition
Code6
Definitionflow topping the v-notch weir
Source
Code Definition
Code7
Definitionmissing observation/not recorded
Source
Code Definition
Code8
Definitionvalues removed because of maintenance
Source
Code Definition
Code13
Definitionvalue down corrected due to low flows on the rectangular weir
Source
Code Definition
Code16
Definitionvalue downcorrected due to flow overtopping the rectangular weir
Source
Code Definition
Code24
Definitionweir damaged due to weather
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
Code0
Definitionno flag
Source
Code Definition
Code5
Definitionvalue of NA due to leaking at weir
Source
Code Definition
Code7
Definitionmissing observation/not recorded
Source
Code Definition
Code8
Definitionvalues removed because of maintenance
Source
Code Definition
Code24
Definitionweir damaged due to weather
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
Code0
Definitionno flag
Source
Code Definition
Code1
Definitionvalue corrected to account for artificial increase in pressure after sensor maintenance
Source
Code Definition
Code2
Definitionsensor malfunction
Source
Code Definition
Code7
Definitionmissing observation/not recorded
Source
Code Definition
Code8
Definitionvalues removed because of maintenance
Source
Code Definition
Code24
Definitionweir damaged due to weather
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
Code0
Definitionno flag
Source
Code Definition
Code2
Definitionsensor malfunction
Source
Code Definition
Code3
Definitionvalue of NA due to extremely low flows that are not well captured by rectangular or v-notch weir
Source
Code Definition
Code6
Definitionflow topping the v-notch weir
Source
Code Definition
Code7
Definitionmissing observation/not recorded
Source
Code Definition
Code8
Definitionvalues removed because of maintenance
Source
Code Definition
Code24
Definitionweir damaged due to weather
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
Code0
Definitionno flag
Source
Code Definition
Code2
Definitionsensor malfunction
Source
Code Definition
Code7
Definitionmissing observation/not recorded
Source
Code Definition
Code8
Definitionvalues removed because of maintenance
Source
Code Definition
Code24
Definitionweir damaged due to weather
Source
Missing Value Code:
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
Accuracy Report:                                      
Accuracy Assessment:                                      
Coverage:                                      
Methods:                                      

Data Table

Data:https://pasta-s.lternet.edu/package/data/eml/edi/923/14/cba78fd74a6e48fa0a9d3133f81852bf
Name:Inflow_maintenancelog_2013_2023.csv
Description:Maintenance for the weir along with time periods for the rating curves
Number of Records:46
Number of Columns:11

Table Structure
Object Name:Inflow_maintenancelog_2013_2023.csv
Size:6934 bytes
Authentication:d3948490dc9a81bdd545de227757550d Calculated By MD5
Text Format:
Number of Header Lines:1
Record Delimiter:\r\n
Orientation:column
Simple Delimited:
Field Delimiter:;

Table Column Descriptions
 
Column Name:Reservoir  
Site  
DataStream  
TIMESTAMP_start  
TIMESTAMP_end  
start_parameter  
end_parameter  
flag  
update_value  
adjustment_code  
notes  
Definition:Three-letter code corresponding to sampled reservoirSampling site within each reservoirCode corresponding to if the entry is for a maintenance issue or for the rating curveDate and time maintenance began. All data were collected in the GMT -5 time zone (Eastern Standard Time), No time zone shifts were observed throughout the dataset.Date and time maintenance ended. All data were collected in the GMT -5 time zone (Eastern Standard Time), No time zone shifts were observed throughout the dataset.Name of start variable in the sequence corresponding to catwalk sensor string data table namesName of end variable in the sequence corresponding to catwalk sensor string data table namesData flag applied to associated variableNew value to update the data to in the QAQC processChunks of code or a numeric offset to change the data to in the QAQC processNotes from the field crew on the maintenance or reason for changing the data
Storage Type:string  
string  
string  
date  
date  
string  
string  
string  
string  
string  
string  
Measurement Type:nominalnominalnominaldateTimedateTimenominalnominalnominalnominalnominalnominal
Measurement Values Domain:
Allowed Values and Definitions
Enumerated Domain 
Code Definition
CodeFCR
DefinitionFalling Creek Reservoir
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
Code100
DefinitionInflow stream of Falling Creek Reservoir
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
CodeRATING
DefinitionTime period for a specifc rating curve
Source
Code Definition
CodeWEIR
DefinitionMaintenance or issues with the weir
Source
FormatYYYY-MM-DD hh:mm:ss
Precision
FormatYYYY-MM-DD hh:mm:ss
Precision
Allowed Values and Definitions
Enumerated Domain 
Code Definition
CodeVT_Flow_cms
DefinitionDischarge flow rate derived from the VT pressure measured at the weir and weir rating curve. For 22 April 2019 - 6 June 2019 (rectangular weir) see Gerling et al. 2014 for equations. For 7 June 2019 - present (v-notch weir), see equations in metadata.
Source
Code Definition
CodeVT_Pressure_psia
DefinitionCorrected pressure (with atmospheric pressure subtracted) by CS451
Source
Code Definition
CodeWVWA_Baro_pressure_psi
DefinitionAtmospheric pressure measured by WVWA INW sensor at the dam of Falling Creek Reservoir
Source
Code Definition
CodeWVWA_Flow_cms
DefinitionDischarge flow rate derived from the WVWA pressure measured at the weir and weir rating curve. For 15 May 2013 - 6 June 2019 (rectangular weir) see Gerling et al. 2014 for equations. For 7 June 2019 - present (v-notch weir), see equations in metadata.
Source
Code Definition
CodeWVWA_Pressure_psi
DefinitionUncorrected pressure measured by the WVWA INW sensor at the weir
Source
Code Definition
CodeWVWA_Pressure_psia
DefinitionCorrected pressure (with atmospheric pressure subtracted) measured by WVWA INW sensor at the weir
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
CodeVT_Temp_C
DefinitionWater temperature measured at the weir entering the reservoir by CS451
Source
Code Definition
CodeWVWA_Flow_cms
DefinitionDischarge flow rate derived from the WVWA pressure measured at the weir and weir rating curve. For 15 May 2013 - 6 June 2019 (rectangular weir) see Gerling et al. 2014 for equations. For 7 June 2019 - present (v-notch weir), see equations in metadata.
Source
Code Definition
CodeWVWA_Temp_C
DefinitionWater temperature measured at the weir entering the reservoir by WVWA
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
Code1
Definitionvalue corrected to account for artificial increase in pressure after sensor maintenance
Source
Code Definition
Code100
DefinitionID for rating curve from 2013-05-15 16:00:00 EST- 2019-06-07 00:00:00 EST that is the rectangular weir
Source
Code Definition
Code101
DefinitionID for other rating curves that are calculated in the qaqc function
Source
Code Definition
Code14
Definitionweir un-plugged demonic intrusion and downcorrected values
Source
Code Definition
Code2
Definitionsensor malfunction
Source
Code Definition
Code24
Definitionweir damaged due to weather
Source
Code Definition
Code4
Definitiondemonic intrusion
Source
Code Definition
Code5
Definitionvalue of NA due to leaking at weir
Source
Code Definition
Code7
Definitionmissing observation/not recorded
Source
Code Definition
Code8
Definitionvalues removed because of maintenance
Source
DefinitionNew value to update the data to in the QAQC process
DefinitionChunks of code or a numeric offset to change the data to in the QAQC process
DefinitionNotes from the field crew on the maintenance or reason for changing the data
Missing Value Code:
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
ExplMaintenance started before the sensors were out
CodeNA
ExplMaintenance is on going and has no current end date
CodeNA
ExplThere is only one parameter flagged
CodeNA
ExplThere is only one parameter flagged
CodeNA
Explvalue is missing
CodeNA
ExplNo updated value used
CodeNA
ExplNo adjustment code used
CodeNA
ExplNo Note recorded
Accuracy Report:                      
Accuracy Assessment:                      
Coverage:                      
Methods:                      

Data Table

Data:https://pasta-s.lternet.edu/package/data/eml/edi/923/14/8cee5b7cd585aaa96b23ed0f37287c0f
Name:Inflow_gaugeheight_2019_2023.csv
Description:Observed water level from the staff gauge used for the rating curve
Number of Records:105
Number of Columns:4

Table Structure
Object Name:Inflow_gaugeheight_2019_2023.csv
Size:3437 bytes
Authentication:da149110576ed290cbd08403095ec68f Calculated By MD5
Text Format:
Number of Header Lines:1
Record Delimiter:\r\n
Orientation:column
Simple Delimited:
Field Delimiter:,

Table Column Descriptions
 
Column Name:Reservoir  
Site  
DateTime  
GageHeight_cm  
Definition:Three-letter code corresponding to sampled reservoirSampling site within each reservoirDate and time of sampling. All data were collected in the Eastern Standard Time zone of the U.S.A., with daylight savings not observedObservation of the height of the water at the weir from the staff gauge
Storage Type:string  
string  
date  
float  
Measurement Type:nominalnominaldateTimeratio
Measurement Values Domain:
Allowed Values and Definitions
Enumerated Domain 
Code Definition
CodeFCR
DefinitionFalling Creek Reservoir
Source
Allowed Values and Definitions
Enumerated Domain 
Code Definition
Code100
DefinitionInflow stream of Falling Creek Reservoir
Source
FormatYYYY-MM-DD hh:mm:ss
Precision
Unitcentimeter
Typereal
Min
Max30 
Missing Value Code:
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
Accuracy Report:        
Accuracy Assessment:        
Coverage:        
Methods:        

Data Table

Data:https://pasta-s.lternet.edu/package/data/eml/edi/923/14/9024c478e77a0997f9fefc290963bc0b
Name:Inflow_ratingcurve_2013_2023.csv
Description:Rating curve information: slope, intercept, low pressure, and high pressure
Number of Records:20
Number of Columns:7

Table Structure
Object Name:Inflow_ratingcurve_2013_2023.csv
Size:1775 bytes
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Record Delimiter:\n
Orientation:column
Simple Delimited:
Field Delimiter:,

Table Column Descriptions
 
Column Name:Sensor  
Start  
End  
Slope  
Intercept  
Low_psi  
High_psi  
Definition:Name of the sensorStart of the rating curve calculationsEnd of the rating curve calculationThe slope of the rating curve as calculated in the qaqc scriptThe intercept of the rating curve as calculated in the qaqc scriptPressure readings that below the sensor as calculated through the rating curvePressure readings
Storage Type:string  
date  
date  
string  
float  
float  
float  
Measurement Type:nominaldateTimedateTimenominalratioratioratio
Measurement Values Domain:
Allowed Values and Definitions
Enumerated Domain 
Code Definition
CodeVT_Flow_cms
DefinitionRating curve information for the VT sensor
Source
Code Definition
CodeWVWA_Flow_cms
DefinitionRating curve information for the WVWA sensor
Source
FormatYYYY-MM-DD hh:mm:ss
Precision
FormatYYYY-MM-DD hh:mm:ss
Precision
DefinitionThe slope of the rating curve as calculated in the qaqc script
Unitdimensionless
Typereal
Min-28.857 
Max7.453 
UnitpoundsPerSquareInch
Typereal
Min-0.708 
Max0.209 
UnitpoundsPerSquareInch
Typereal
Min0.301 
Max1.904 
Missing Value Code:
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
CodeNA
Explvalue is missing
Accuracy Report:              
Accuracy Assessment:              
Coverage:              
Methods:              

Non-Categorized Data Resource

Name:Inflow_qaqc_2013_2023.R
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Description:Automated function for QAQC and calculating flow. Also known as L1 function
Physical Structure Description:
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Non-Categorized Data Resource

Name:Inflow_inspection_2013_2023.Rmd
Entity Type:unknown
Description:Visual inspection script to check the data before writing to csv
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Non-Categorized Data Resource

Name:Plot_function.R
Entity Type:unknown
Description:Function to create qaqc plots that can use plotly or not
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Data Package Usage Rights

This information is released under the Creative Commons license - Attribution - CC BY (https://creativecommons.org/licenses/by/4.0/). The consumer of these data (\"Data User\" herein) is required to cite it appropriately in any publication that results from its use. The Data User should realize that these data may be actively used by others for ongoing research and that coordination may be necessary to prevent duplicate publication. The Data User is urged to contact the authors of these data if any questions about methodology or results occur. Where appropriate, the Data User is encouraged to consider collaboration or co-authorship with the authors. The Data User should realize that misinterpretation of data may occur if used out of context of the original study. While substantial efforts are made to ensure the accuracy of data and associated documentation, complete accuracy of data sets cannot be guaranteed. All data are made available \"as is.\" The Data User should be aware, however, that data are updated periodically and it is the responsibility of the Data User to check for new versions of the data. The data authors and the repository where these data were obtained shall not be liable for damages resulting from any use or misinterpretation of the data. Thank you.

Keywords

By Thesaurus:
carey lab controlled vocabularyCarey Lab, Virginia Tech, Western Virginia Water Authority, Falling Creek Reservoir, weir, time series, FCR, LTREB, Virginia Reservoirs, Virginia Reservoirs LTREB, Tunnel Branch, sensors, FCRweir
lter controlled vocabularylakes, water temperature, pressure, streamflow, water balance, discharge, atmospheric pressure
cuahsi controlled vocabularylake, reservoir, reservoirs, high-frequency sensors

Methods and Protocols

These methods, instrumentation and/or protocols apply to all data in this dataset:

Methods and protocols used in the collection of this data package
Description:

We calculated the daily discharge rate of water in cubic meters per second entering Falling Creek Reservoir through the gauged weir on its primary inflow. This weir was rectangular from 15 May 2013 to 6 June 2019, when it was replaced by a V-notched weir (7 June 2019 to present). Inflow was calculated from a pressure sensor installed at the weir by the Western Virginia Water Authority (WVWA) from 15 May 2013 to 31 December 2023 and a pressure sensor installed by Virginia Tech (VT) researchers (PI Cayelan Carey) from 22 April 2019 to December 2023. Collection of both datasets is ongoing.

We measured discharge at the weir with an INW Aquistar PT2X pressure sensor (INW, Kirkland, Washington, USA) installed by the WVWA on 15 May 2013, which recorded water pressure and stream temperature every 15 minutes. From 22 April 2019 to December 2023, we also measured pressure and stream temperature every 15 minutes using a Campbell Scientific CS451 (Campbell Scientific, Logan, Utah, USA) pressure transducer installed by VT. From 15 May 2013 - 6 June 2019, a rectangular weir was installed; from 7 June 2019 to 31 Dec 2022, a v-notch weir was installed. Observed water level from a staff gauge was recorded weekly to monthly and used to calculate the daily flow, following Gerling et al. (2014) for the rectangular weir (15 May 2013 - 6 June 2019) and the equation below for the v-notch weir (7 June 2019 - December 2023):

V-notch weir, discharge equation: Q = 2.391 x H^2.5

Where Q is the calculated discharge (m^3 s^-1), 2.391 is the conversion factor for a 120 degree angle -notch weir in m^3 s^-1, and H is the head on the weir (m). We note that for the VT sensor, there was no rating curve developed for the rectangular weir (22 Apr 2019 to 6 Jun 2019) and discharge could not be calculated but pressure and temperature are still reported for this time interval.

###Description of rating curves over time:

Multiple rating curves have been developed over the time period of this dataset. Rating curves were developed using correlations between gauge height and pressure measured for each of the installed pressure sensors (WVWA and VT) and gauge height observations are included as a supplementary dataset, Inflow_gaugeheight_2019_2023.csv. Briefly, the weir level (cm) was intermittently recorded (weekly to monthly). The date and time stamp from each measurement was used to identify the closest pressure reading for both the WVWA and VT pressure sensors. Separate rating curves were developed for the WVWA and VT sensors to convert pressure to gauge height (cm). Gauge height was then converted to (m) and used to calculate discharge as described above.

1. 6 June 2019 to 24 Aug 2020: Using gauge height measurements taken throughout 10 June 2019 to 6 Jul 2020, a separate rating curve was developed for the WVWA (gauge height = 63.163 x pressure - 8.7014) and VT (gauge height = 70.640 x pressure - 5.6633) data from 6 June 2019 to 24 Aug 2020.

2. 24 Aug 2020 to 02 Sep 2020: On 20 Jul 2020, there was a rapid drop in pressure measured at the weir. On 10 Aug 2020, field crew personnel noted the weir had been breached. Thus, both pressure sensors (WVWA and VT) were removed from the weir on 13 Aug 2020 and were re-installed on 24 Aug 2020 after the weir had been fixed. A rating curve was developed for the time period from 24 Aug 2020 to 02 Sep 2020 for both the WVWA (gauge height = 53.191 x pressure - 1.0851) and VT (gauge height = 58.140 x pressure + 2.9302) sensors.

3. 02 Sep 2020 to 08 Nov 2021: On 02 Sep 2020, the pressure transducers (WVWA and VT) were moved again to prevent sediment burial. Therefore, a third rating curve was developed from 02 Sep 2020 to 08 Nov 2021 for both the WVWA (gauge height = 69.021 x pressure + 0.812) and VT (gauge height = 71.993 x pressure + 5.801) sensors when batteries in the WVWA pressure sensor were replaced.

4. 08 Nov 2021 to 09 May 2022: Another rating curve was developed from 08 Nov 2021 to 09 May 2022 when the weir was dredged WVWA (gauge height = 84.52082 x pressure -6.381252) and VT (gauge height = 84.86239 x pressure + 1.719037).

5. 09 May 2022 to 05 Jun 2023: Subsequent rating curves were made for VT sensor from 09 May 2022 to 16 Nov 2022 VT (gauge height = 71.6103 x pressure + 2.413) and 16 Nov 2022 to 01 Apr 2023 (gauge height = 76.02339 x pressure + 1.032). 01 April is when the VT sensor malfunctioned. The sensors were moved to inspect the VT sensor on 05 Jun 2023. For the WVWA senor a rating curve was developed from 09 May 2022 to 05 Jun 2023 (gauge height = 72.8922 x pressure -5.220).

6. 05 Jun 2023 to 10 Jul 2023: On 05 Jun 2023 and again on 10 Jul 2023 the sensors were moved. First to inspect the VT sensor and then to replace it (SN: 29010799). For the VT sensor there were no observations during this time. For the WVWA sensor a rating curve was developed (gauge height = 10.5263 x pressure + 7.453).

7. 10 Jul 2023 to 13 Jul 2023: On 13 Jul 2023 the sensors were moved to put the VT sensor at another site to get water level. Rating curves were made, VT (gauge height = 83.333 x pressure -13.833) and WVWA (gauge height = 125.00000 x pressure -25.500)

8. 13 Jul 2023 to 07 Aug 2023: The VT sensor was replaced on 17 Jul 2023 but this did not interfere with the WVWA sensors. The sensors were moved on 07 Aug 2023 to dredge the weir. Rating curves were made for VT from 17 Jul 2023 to 07 Aug 2023 (gauge height = 142.85714 x pressure -28.857) and WVWA from 13 Jul 2023 to 07 Aug 2023 (gauge height = 76.923 x pressure -16.077)

9. 14 Aug 2023 to current: The sensors were returned to the stream on 14 Aug 2023. The WVWA was in the wrong position and it was fixed on 21 Aug 2023. Rating curves were made for VT (gauge height = 68.4821 x pressure -6.985) and WVWA(gauge height = 47.37394 x pressure + 1.230)

The rating curve is calculated in the Inflow_qaqc_2013_2023.R script and the time period for each rating curve is in the Inflow_maintenancelog_2013_2023.csv under RATING. As new observations from the gauge height (see Inflow_GaugeHeight_2019_2023.csv) are added the current rating curve will be updated each year.

From 08 Nov 2021 to 16 Nov 2022 the VT sensor was about 2.3 cm higher than the WVWA senor which resulted in lower estimated flow. We converted cm to psi using the relationship 1psi = 2.31 ft. from the Campbell Scientific CS451 Manual. So, we added 0.033 psi to all observations from the VT_Pressure_psia observations and flagged with a 1 for value corrected to account for artificial increase in pressure after sensor maintenance.

### Other Maintenance

Missing Data Gaps:

This section includes data gaps greater than 15 minutes between observations.

WVWA sensors: 20 Mar 2014 08:45 - 28 Apr 2014 06:00, 31 Oct 2016 16:00 - 02 Nov 2016 10:45, 22 Nov 2016 20:00 - 24 Nov 2016 09:30, 29 Nov 2016 20:00 - 01 De 2016 09:45, 03 Dec 2016 14:00 - 05 Dec 2016 10:45, 05 Dec 2016 23:00 - 07 Dec 2016 09:30, 07 Dec 2016 21:45 - 09 Dec 2016 09:45, 17 Dec 2016 19:30 - 19 Dec 2016 13:45, 23 Dec 2016 14:45 - 27 Dec 2016 13:15, 01 Jan 2017 15:45 - 04 Jan 2017 12:45, 05 Jan 2017 14:45 - 07 Jan 2017 14:00, 21 Jan 2017 12:00 - 24 Jan 2017 10:30, 07 Nov 2017 18:00 - 10 Nov 2017 11:00, 14 May 2020 16:45 - 24 Aug 2020 15:15, 21 Jul 2021 14:14 - 25 Oct 2021 14:00, 26 Oct 2021 14:45 - 08 Nov 2021 14:15, 07 Dec 2021 13:00 - 14 Dec 2021 12:00, 05 Jun 2022 22:15 - 27 Jun 2022 09:45, 27 Jun 2022 01:30 - 16 Aug 2022 13:30, 07 Aug 2023 08:45 - 21 Aug 2023 13:30

VT sensor: 20 Jul 2020 09:45 - 24 Aug 2020 15:00, 06 Nov 2022 09:00 - 19 Nov 2022 06:15, 01 Apr 2023 00:00 - 10 Jul 2023 15:30- sensor broken, 13 Jul 2023 08:45 - 17 Jul 2023 13:15, 07 Aug 2023 08:45 - 14 Aug 2023 13:00, 05 Sep 2023 15:00 - 12 Sep 2023 13:45

All other maintenance issues can be found in the Inflow_maintenancelog_2013_2023.csv.

A note on using the QAQC files: We created a function to QAQC the observations and calculate flow (Inflow_qaqc_2013_2023.R). This function is used in Inflow_inspection_2013_2023.Rmd which is an R Markdown file that uses the QAQC function, identifies data gaps, and creates QAQC plots.

### Data Flags

For 15 May 2013 - 6 June 2019, the weir installed at the inflow was rectangular, and thus very low flows were often not well-resolved by our flow equation. At these times, flow is reported as NA. However, the Falling Creek Reservoir inflow stream generally does have perennial flow.

Flow observations which over-topped the weir (at 27.5 cm) were retained but flagged as 6 in the data set. Flows below the pressure sensors were set to NA and flagged as 3. We note that measurements with multiple flags are coded as a multiple-digit number (e.g., a flag of '12' indicates there was 1 = value down-corrected to account for artificial increase in pressure after sensor maintenance and 2 = sensor malfunction). No delimiter was added to separate flag codes in those columns. We added data flags for missing data and when sensors were removed for maintenance, 7 and 8 respectively.

### Notes The script outputs the slope and intercept, along with low observations and high observations for each rating curve (Inflow_ratingcurve_2013_2023.csv). The outputs are updated in the the methods section each year. The Maintenance log as well as rating curve time periods are published with the data set so it is easier to find the dates and times of sensor issues and when the sensors were moved and rating curves started and ended (Inflow_maintenancelog_2013_2023.csv).

Please note: When pulling the file via EDI's API, we recommend using the function "read.csv" instead of "read_csv". The function 'read_csv' identifies the columns for the VT data and associated flags as "logical" instead of "double" due to >100 NA's at the beginning of the dataset. This is avoided when using the function "read.csv".

### Sensors:

Campbell Scientific CS451 (Campbell Scientific, Logan, Utah, USA) manual: https://s.campbellsci.com/documents/us/manuals/cs451-cs456.pdf SN: 5318 (22 Apr 2019 - 10 Jul 2023) SN: 29010799 (10 Jul 2023 - current)

INW Aquistar PT2X pressure sensor (INW, Kirkland, Washington, USA) mnaual: https://www.seametrics.com/wp-content/uploads/LT-14310r25-20220822-PT2X-Instr-1.pdf Barometric pressure sensor: SN: 21204020 (2013-current) In water pressure sensor: SN: 21309003 (2013-current)

### References:

Gerling, A. B., R. G. Browne, P. A. Gantzer, M. H. Mobley, J. C. Little, and C. C. Carey. 2014. First report of the successful operation of a side stream supersaturation hypolimnetic oxygenation system in a eutrophic, shallow reservoir. Water Research 67: 129-143. DOI: 10.1016/j.watres.2014.09.002 014.09.002

People and Organizations

Publishers:
Organization:Environmental Data Initiative
Email Address:
info@edirepository.org
Web Address:
https://edirepository.org
Id:https://ror.org/0330j0z60
Creators:
Individual: Cayelan C. Carey
Organization:Virginia Tech
Email Address:
cayelan@vt.edu
Id:https://orcid.org/0000-0001-8835-4476
Individual: Adrienne Breef-Pilz
Organization:Virginia Tech
Email Address:
abreefpilz@vt.edu
Id:https://orcid.org/0000-0002-6759-0063
Individual: Austin D. Delany
Organization:Virginia Tech
Email Address:
addelany@vt.edu
Id:https://orcid.org/0000-0002-2266-6300
Contacts:
Individual: Cayelan C. Carey
Organization:Virginia Tech
Email Address:
cayelan@vt.edu
Id:https://orcid.org/0000-0001-8835-4476

Temporal, Geographic and Taxonomic Coverage

Temporal, Geographic and/or Taxonomic information that applies to all data in this dataset:

Time Period
Begin:
2013-05-15
End:
2023-12-31
Geographic Region:
Description:Falling Creek Reservoir is located in Vinton, Virginia, USA
Bounding Coordinates:
Northern:  37.309589Southern:  37.30266
Western:  -79.839249Eastern:  -79.836009

Project

Parent Project Information:

Title:No project title to report
Personnel:
Individual: Cayelan C. Carey
Organization:Virginia Tech
Email Address:
cayelan@vt.edu
Id:https://orcid.org/0000-0001-8835-4476
Role:Principal Investigator
Funding: Western Virginia Water Authority
Related Project:
Title:Collaborative Research: Consequences of changing oxygen availability for carbon cycling in freshwater ecosystems
Personnel:
Individual: Cayelan C. Carey
Organization:Virginia Tech
Email Address:
cayelan@vt.edu
Id:https://orcid.org/0000-0001-8835-4476
Role:Principal Investigator
Funding: National Science Foundation 1753639
Related Project:
Title:Collaborative Research: CIBR: Cyberinfrastructure Enabling End-to-End Workflows for Aquatic Ecosystem Forecasting
Personnel:
Individual: Cayelan C. Carey
Organization:Virginia Tech
Email Address:
cayelan@vt.edu
Id:https://orcid.org/0000-0001-8835-4476
Role:Principal Investigator
Funding: National Science Foundation 1933016
Related Project:
Title:LTREB: Integrating real-time open data pipelines and forecasting to quantify ecosystem predictability at day to decadal scales
Personnel:
Individual: Cayelan C. Carey
Organization:Virginia Tech
Email Address:
cayelan@vt.edu
Id:https://orcid.org/0000-0001-8835-4476
Role:Principal Investigator
Funding: National Science Foundation 2327030
Related Project:
Title:Collaborative Research: URoL:ASC: Applying rules of life to forecast emergent behavior of phytoplankton and advance water quality management
Personnel:
Individual: Cayelan C. Carey
Organization:Virginia Tech
Email Address:
cayelan@vt.edu
Id:https://orcid.org/0000-0001-8835-4476
Role:Principal Investigator
Funding: National Science Foundation 2318861
Related Project:
Title:Collaborative Research: CIBR: Cyberinfrastructure Enabling End-to-End Workflows for Aquatic Ecosystem Forecasting
Personnel:
Individual: Renato J. Figueiredo
Organization:University of Florida
Email Address:
renato@acis.ufl.edu
Id:https://orcid.org/0000-0001-9841-6060
Role:Principal Investigator
Funding: National Science Foundation 1933102

Maintenance

Maintenance:
Description:ongoing
Frequency:

Additional Info

Additional Information:
 

Contributions to the 2023 revision: CCC developed and led the reservoir monitoring program 2013-present, and oversaw purchasing, use, and maintenance of sensors used for collection of this dataset throughout this time. ABP led the field crew, conducted substantial field work, developed new QAQC, and published the data in 2023. ADD initialized new workflows and helped to maintain them.

Acknowledgements: This data package has been iteratively updated over time and builds on the many historical contributions of co-authors listed in previous revisions. We thank the Western Virginia Water Authority for providing access to these sites, the Reservoir Group for contributing to fieldwork, Vahid Daneshmand for maintaining sensor connectivity, and to Carly Bauer, Cece Wood, and Freya Olsson for constructive reviews of this data package.

Other Metadata

Additional Metadata

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