Data Package Metadata View Summary

Discharge time series for the primary inflow tributary entering Falling Creek Reservoir, Vinton, Virginia, USA 2013-2022

General Information

Data Package:
Local Identifier:	edi.923.1
Title:	Discharge time series for the primary inflow tributary entering Falling Creek Reservoir, Vinton, Virginia, USA 2013-2022
Abstract:	Discharge rates and water temperature of the primary inflow tributary into Falling Creek Reservoir (Vinton, Virginia, USA) were measured at a gauged weir on a 15-minute temporal resolution from May 2013 to May 2022. 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 2021) at the same site. From 07 June 2019 to 14 May 2022, water temperature and discharge data were also collected from a Virginia Tech-deployed (VT) pressure transducer installed in the same weir.
Publication Date:	2022-06-29

Time Period

Begin:

2013-05-15

End:

2022-05-14

People and Organizations
Contact:	Carey, Cayelan C. (Virginia Tech) [ email ]
Creator:	Carey, Cayelan C. (Virginia Tech)
Creator:	Breef-Pilz, Adrienne (Virginia Tech)
Creator:	Hounshell, Alexandria G. (Virginia Tech)
Creator:	Lofton, Mary E. (Virginia Tech)
Creator:	McClure, Ryan P. (Virginia Tech)
Creator:	Gerling, Alexandra B. (Virginia Tech)
Creator:	Woelmer, Whitney M. (Virginia Tech)

Data Entities
Data Table Name:	inflow_for_EDI_2013_15May2022.csv
Description:	FCR inflow dataset
Data Table Name:	2020_WeirWaterLevel.csv
Description:	2020 Weir Water Level
Data Table Name:	2021_WeirWaterLevel.csv
Description:	2021 Weir Water Level
Other Name:	Inflow_Aggregation_EDI_2021.R
Description:	Script for compiling and QAQC of data

Detailed Metadata

Data Entities

Data Table


Data:	https://pasta-s.lternet.edu/package/data/eml/edi/923/1/9e438aa8bcca18bf0ba70c8307aafed9
Name:	inflow_for_EDI_2013_15May2022.csv
Description:	FCR inflow dataset
Number of Records:	285709
Number of Columns:	19

Table Structure

Object Name:

inflow_for_EDI_2013_15May2022.csv

Size:

33147743 bytes

Authentication:

dc377a9691de47ec879a672a2ca25e6b Calculated By MD5

Text Format:

Number of Header Lines:

Record Delimiter:

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

WVWA_Flag_Pressure_psi

WVWA_Flag_Baro_pressure_psi

WVWA_Flag_Pressure_psia

WVWA_Flag_Flow

WVWA_Flag_Temp_C

VT_Flag_Pressure_psia

VT_Flag_Flow

VT_Flag_Temp_C

Definition:

Three-letter code corresponding to sampled reservoir; FCR = Falling Creek Reservoir

Sampling site within each reservoir; 100 = Inflow stream of Falling Creek Reservoir

Date 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 weir

Atmospheric pressure measured by WVWA INW sensor at the dam of Falling Creek Reservoir

Corrected pressure (with atmospheric pressure subtracted) measured by WVWA INW sensor at the weir

Discharge 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 WVWA

Corrected pressure (with atmospheric pressure subtracted) by VT sensor

Discharge 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 sensor

Data flag for uncorrected WVWA weir pressure; 1 = value down-corrected to account for artificial increase in pressure after sensor maintenance; 2 = sensor malfunction; 3 = value of NA due to extremely low flows that are not well captured by rectangular or v-notch weir; 4 = demonic intrusion; 5 = value of NA due to leaking at weir; 6 = flow topping the v-notch weir; 13 = value down corrected due to low flows on the rectangular weir ; 14 = value down corrected due to removal of weir plug; 16 = value downcorrected due to flow overtopping the rectangular weir ; 24 = weir damaged due to weather

Data flag for atmospheric pressure; 1 = value down-corrected to account for artificial increase in pressure after sensor maintenance; 2 = sensor malfunction; 3 = value of NA due to extremely low flows that are not well captured by rectangular or v-notch weir; 4 = demonic intrusion; 5 = value of NA due to leaking at weir; 6 = flow topping the v-notch weir; 13 = value down corrected due to low flows on the rectangular weir ; 14 = value down corrected due to removal of weir plug; 16 = value downcorrected due to flow overtopping the rectangular weir ; 24 = weir damaged due to weather

Data flag for corrected WVWA weir pressure; 1 = value down-corrected to account for artificial increase in pressure after sensor maintenance; 2 = sensor malfunction; 3 = value of NA due to extremely low flows that are not well captured by rectangular or v-notch weir; 4 = demonic intrusion; 5 = value of NA due to leaking at weir; 6 = flow topping the v-notch weir; 13 = value down corrected due to low flows on the rectangular weir ; 14 = value down corrected due to removal of weir plug; 16 = value downcorrected due to flow overtopping the rectangular weir ; 24 = weir damaged due to weather

Data flag for WVWA flow; 1 = value down-corrected to account for artificial increase in pressure after sensor maintenance; 2 = sensor malfunction; 3 = value of NA due to extremely low flows that are not well captured by rectangular or v-notch weir; 4 = demonic intrusion; 5 = value of NA due to leaking at weir; 6 = flow topping the v-notch weir; 13 = value down corrected due to low flows on the rectangular weir ; 14 = value down corrected due to removal of weir plug; 16 = value downcorrected due to flow overtopping the rectangular weir ; 24 = weir damaged due to weather

Data flag for WVWA temp; 1 = value down-corrected to account for artificial increase in pressure after sensor maintenance; 2 = sensor malfunction; 3 = value of NA due to extremely low flows that are not well captured by rectangular or v-notch weir; 4 = demonic intrusion; 5 = value of NA due to leaking at weir; 6 = flow topping the v-notch weir; 13 = value down corrected due to low flows on the rectangular weir ; 14 = value down corrected due to removal of weir plug; 16 = value downcorrected due to flow overtopping the rectangular weir ; 24 = weir damaged due to weather

Data flag for corrected VT weir pressure; 1 = value down-corrected to account for artificial increase in pressure after sensor maintenance; 2 = sensor malfunction; 3 = value of NA due to extremely low flows that are not well captured by rectangular or v-notch weir; 4 = demonic intrusion; 5 = value of NA due to leaking at weir; 6 = flow topping the v-notch weir; 13 = value down corrected due to low flows on the rectangular weir ; 14 = value down corrected due to removal of weir plug; 16 = value downcorrected due to flow overtopping the rectangular weir ; 24 = weir damaged due to weather

Data flag for VT flow; 1 = value down-corrected to account for artificial increase in pressure after sensor maintenance; 2 = sensor malfunction; 3 = value of NA due to extremely low flows that are not well captured by rectangular or v-notch weir; 4 = demonic intrusion; 5 = value of NA due to leaking at weir; 6 = flow topping the v-notch weir; 13 = value down corrected due to low flows on the rectangular weir ; 14 = value down corrected due to removal of weir plug; 16 = value downcorrected due to flow overtopping the rectangular weir ; 24 = weir damaged due to weather

Data flag for VT temp; 1 = value down-corrected to account for artificial increase in pressure after sensor maintenance; 2 = sensor malfunction; 3 = value of NA due to extremely low flows that are not well captured by rectangular or v-notch weir; 4 = demonic intrusion; 5 = value of NA due to leaking at weir; 6 = flow topping the v-notch weir; 13 = value down corrected due to low flows on the rectangular weir ; 14 = value down corrected due to removal of weir plug; 16 = value downcorrected due to flow overtopping the rectangular weir ; 24 = weir damaged due to weather

Storage Type:

string

float

date

float

Measurement Type:

nominal

ratio

dateTime

ratio

Measurement Values Domain:

Definition

Three-letter code corresponding to sampled reservoir; FCR = Falling Creek Reservoir

Unit	dimensionless
Type	natural
Min	100
Max	100

Format	YYYY-MM-DD hh:mm:ss
Precision

Unit	poundsPerSquareInch
Type	real
Min	13.719
Max	14.594

Unit	poundsPerSquareInch
Type	real
Min	13.443
Max	14.429

Unit	poundsPerSquareInch
Type	real
Min	-0.0640000000000001
Max	0.718

Unit	cubicMetersPerSecond
Type	real
Min	7.66167565779084e-06
Max	0.377073658878527

Unit	celsius
Type	real
Min	-1.94
Max	26.94

Unit	poundsPerSquareInch
Type	real
Min	0.037
Max	0.675

Unit	cubicMetersPerSecond
Type	real
Min	0.00374084241648671
Max	0.273648994954905

Unit	celsius
Type	real
Min	-0.018
Max	27.49

Unit	dimensionless
Type	whole
Min	0
Max	24

Unit	dimensionless
Type	whole
Min	0
Max	2

Unit	dimensionless
Type	whole
Min	0
Max	24

Unit	dimensionless
Type	whole
Min	0
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Unit	dimensionless
Type	whole
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Unit	dimensionless
Type	whole
Min	0
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Unit	dimensionless
Type	whole
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Type	whole
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Missing Value Code:

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Code	NA
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Code	NA
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Code	NA
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Code	NA
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Code	NA
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Code	NA
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Code	NA
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Code	NA
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Code	NA
Expl	value is missing

Accuracy Report:

Accuracy Assessment:

Coverage:

Methods:

Data Table


Data:	https://pasta-s.lternet.edu/package/data/eml/edi/923/1/37ad70f769113c4b5a31dc44f58b5dd7
Name:	2020_WeirWaterLevel.csv
Description:	2020 Weir Water Level
Number of Records:	10
Number of Columns:	5

Table Structure

Object Name:

2020_WeirWaterLevel.csv

Size:

351 bytes

Authentication:

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Text Format:

Number of Header Lines:

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\r\n

Orientation:

column

Simple Delimited:

Field Delimiter:

Table Column Descriptions

Column Name:

Reservoir

Site

DateTime

WeirWaterLevel_cm

Flag_WeirWaterLevel

Definition:

Three-letter code corresponding to sampled reservoir; FCR = Falling Creek Reservoir

Sampling site within each reservoir; 100 = Inflow stream of Falling Creek Reservoir

Date and time of sampling. All data were collected in the eastern time zone of the U.S.A.

Water level at weir

Flag for weir water level; 1. time stamp taken from depths or 2. time stamp is best guess

Storage Type:

string

float

date

float

Measurement Type:

nominal

ratio

dateTime

ratio

Measurement Values Domain:

Definition

Three-letter code corresponding to sampled reservoir; FCR = Falling Creek Reservoir

Unit	dimensionless
Type	natural
Min	100
Max	100

Format	YYYY-MM-DD hh:mm:ss
Precision

Unit	centimeter
Type	real
Min	0
Max	28.1

Unit	dimensionless
Type	natural
Min	1
Max	2

Missing Value Code:

Code	NA
Expl	value is missing

Code	NA
Expl	value is missing

Code	NA
Expl	value is missing

Code	NA
Expl	value is missing

Code	NA
Expl	value is missing

Accuracy Report:

Accuracy Assessment:

Coverage:

Methods:

Data Table


Data:	https://pasta-s.lternet.edu/package/data/eml/edi/923/1/9f84e6e9860c115094dc40870bc51a8b
Name:	2021_WeirWaterLevel.csv
Description:	2021 Weir Water Level
Number of Records:	8
Number of Columns:	5

Table Structure

Object Name:

2021_WeirWaterLevel.csv

Size:

296 bytes

Authentication:

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Text Format:

Number of Header Lines:

Record Delimiter:

\r\n

Orientation:

column

Simple Delimited:

Field Delimiter:

Table Column Descriptions

Column Name:

Reservoir

Site

DateTime

WeirWaterLevel_cm

Flag_WaterLevel

Definition:

Three-letter code corresponding to sampled reservoir; FCR = Falling Creek Reservoir

Sampling site within each reservoir; 100 = Inflow stream of Falling Creek Reservoir

Date and time of sampling. All data were collected in the eastern time zone of the U.S.A.

Water level at weir

Flag for weir water level; 1. time stamp taken from depths or 2. time stamp is best guess

Storage Type:

string

float

date

float

Measurement Type:

nominal

ratio

dateTime

ratio

Measurement Values Domain:

Definition

Three-letter code corresponding to sampled reservoir; FCR = Falling Creek Reservoir

Unit	dimensionless
Type	natural
Min	100
Max	100

Format	YYYY-MM-DD hh:mm:ss
Precision

Unit	centimeter
Type	real
Min	0.2
Max	25

Unit	dimensionless
Type	whole
Min	0
Max	1

Missing Value Code:

Code	NA
Expl	value is missing

Code	NA
Expl	value is missing

Code	NA
Expl	value is missing

Code	NA
Expl	value is missing

Code	NA
Expl	value is missing

Accuracy Report:

Accuracy Assessment:

Coverage:

Methods:

Non-Categorized Data Resource

Name:

Inflow_Aggregation_EDI_2021.R

Entity Type:

unknown

Description:

Script for compiling and QAQC of data

Physical Structure Description:

Object Name:

Inflow_Aggregation_EDI_2021.R

Size:

50244 bytes

Authentication:

ece01192e7c0c2e044b9c5fdc20eee2e Calculated By MD5

Externally Defined Format:

Format Name:

text/plain

Data:

https://pasta-s.lternet.edu/package/data/eml/edi/923/1/d2a875fb039613fe9b4011f33e24f415

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.

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 2021 and a pressure sensor installed by Virginia Tech (VT) researchers (PI Cayelan Carey) from 22 April 2019 to 15 May 2022. Due to changes in instrument position, we do not currently report calcuated discharge from the WVWA sesnsors from 01 January 2022 to 15 May 2022. Collection of both datasets is ongoing.

We measured the amount of water entering into the reservoir through the weir with an INW Aquistar PT2X pressure sensor (INW, Kirkland, Washington, USA) installed by the WVWA, which recorded the weir water level with a pressure sensor and stream temperature every 15 minutes. From 22 April 2019 to 15 May 2022, we also measured pressure and stream temperature every 15 minutes using a Campbell Scientific CS451 (Campbell Scientific, Logan, Utah, USA; SN: 5318) pressure transducer installed by VT. As noted above, from 15 May 2013 - 6 June 2019, a rectangular weir was installed; from 7 June 2019 to 31 Dec 2021, a v-notch weir was installed. The water level data were used to calculate the daily flow rate of water entering into the reservoir, 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 - 14 May 2022):

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.

A rating curve was developed using correlations between gage height and pressure measured for each of the installed pressure sensors (WVWA and VT) from 10 June 2019 to 6 Jul 2020 (included as a supplementary datasets). Briefly, the weir level (cm) was intermittently recorded throughout 10 June 2019 to 6 Jul 2020. The date and time stamp from each measurement was used to identify the closest pressure reading for both the WVWA and VT pressure sensors. A separate rating curve was developed for the WVWA (gage height = 65.501 x pressure - 9.849) and VT (gage height = 70.640 x pressure - 5.6633) data to convert pressure to gage height (cm) from 6 June 2019 to 20 Jul 2020. Gage height was then converted to (m) and used to calculate discharge as described above.

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 (gage height = 55.556 x pressure - 1.8333) and VT (gage height = 58.140 x pressure + 2.9302) sensors. 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 present for both the WVWA (gage height = 69.896 x pressure - 0.447) and VT (gage height = 70.919 x pressure + 6.114) sensors. Weir level data used for rating curve development can be found in the supplementary datasets (2020_WeirWaterLevel.csv, 2021_WeirWaterLevel.csv).

### Data Flags For the 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.

For 6 June 2019 - present, flow over-topped the weir at 27.5 cm (WVWA pressure = 0.570, 0.528, 0.394; VT pressure = 0.469, 0.423, 0.302 for the three rating curves, respectively). Flow observations which over-topped the weir were retained but flagged in the data set. Flow was below the weir at 0 cm (WVWA pressure = 0.150, 0.033, 0.006; VT pressure = 0.080, -0.050, -0.086 for the three rating curves, respectively). Flows below these pressures for the time period from 6 June 2019 - present were set to NA and flagged. 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.

### Notes For data published as part of previous datasets (EDI identifier 202.7), we note several changes to the previous version (202.6). First, the offset originally applied to the data set from 18 April 2016 to 09 Mar 2020 has been removed for the period from 07 Jun 2019 through 09 Mar 2020. The offset originally applied to the data was in response to changes in sensor location on 18 April 2016 and was no longer valid once the sensors had been moved during the construction of the v-notch weir on 06 Jun 2019. In addition, we removed flow data calculated from the VT pressure transducer from 22 Apr 2019 to 07 Jun 2019 (but left pressure and depth data in the dataset for this period). During this time period, we did not have a reliable rating curve for the VT pressure transducer and thus cannot accurately calculate flow.

From 14 May 2020 to 24 Aug 2020, data from the WVWA pressure transducer does not exist due to a sensor malfunction. This occurred again from 21 July 2021 to 26 Oct 2021.

We currently do not report discharge calculated for the WVWA sensors from 01 January 2022 to 15 May 2022 due to changes in sensor location. This will be updated in subsequent data publications (~January 2023).

For 'Weir Water Level' data files, 'water level flags' (0, 1, 2) - i.e., 0 = time recorded/no issues; 1 = time from depths used; 2 = best guess from other recorded times

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".

### 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

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:

Alexandria G. Hounshell

Organization:

Virginia Tech

Email Address:

alexgh@vt.edu

Id:

https://orcid.org/0000-0003-1616-9399

Individual:

Mary E. Lofton

Organization:

Virginia Tech

Email Address:

melofton@vt.edu

Id:

https://orcid.org/0000-0003-3270-1330

Individual:

Ryan P. McClure

Organization:

Virginia Tech

Email Address:

ryan333@vt.edu

Id:

https://orcid.org/0000-0001-6370-3852

Individual:

Alexandra B. Gerling

Organization:

Virginia Tech

Email Address:

alexg13@vt.edu

Individual:

Whitney M. Woelmer

Organization:

Virginia Tech

Email Address:

wwoelmer@vt.edu

Id:

https://orcid.org/0000-0001-5147-3877

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:

2022-05-14

Geographic Region:

Description:

Falling Creek Reservoir is located in Vinton, Virginia, USA

Bounding Coordinates:

Northern:	37.309589	Southern:	37.30266
Western:	-79.839249	Eastern:	-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:

Dynamics of coupled P-Fe-Mn cycling in drinking water reservoirs and implications for water quality

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:

Institute of Critical Technology and Applied Science

Related Project:

Title:

SCC-IRG Track 2: Resilient Water Systems: Integrating Environmental Sensor Networks and Real-Time Forecasting to Adaptively Manage Drinking Water Quality an Build Social Trust

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 1737424

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:

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@ece.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:
	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 is the point person for weir discharge data collation in 2021. AGH was the point person for weir discharge data collection, QAQC, and publishing from 2019–2020 and May 2022. MEL was the point person for weir discharge data collection, QAQC, and publishing for 2018. RPM was the point person for weir discharge data collection, maintenance, and QAQC for 2015-2017. ABG was the point person for the weir data collection and maintenance for 2013-2015. WMW led QAQC and publishing following the 2021 field season.

Other Metadata

Additional Metadata

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        |___element 'metadata'
        |     |___text '\n      '
        |     |___element 'emlEditor'
        |     |     |___text '\n        '
        |     |     |___element 'app'
        |     |     |     |___text 'EMLassemblyline'
        |     |     |___text '\n        '
        |     |     |___element 'release'
        |     |     |     |___text '3.5.4'
        |     |     |___text '\n      '
        |     |___text '\n    '
        |___text '\n  '

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Data Package Metadata View Summary

Discharge time series for the primary inflow tributary entering Falling Creek Reservoir, Vinton, Virginia, USA 2013-2022

Data Entities

Data Table

Data Table

Data Table

Non-Categorized Data Resource

Data Package Usage Rights

Methods and Protocols

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

People and Organizations

Temporal, Geographic and Taxonomic Coverage

Project

Parent Project Information:

Maintenance

Additional Info

Additional Metadata

Recently Added

Recently Updated

Data Package Metadata View Summary

Discharge time series for the primary inflow tributary entering Falling Creek Reservoir, Vinton, Virginia, USA 2013-2022

+/- Data Entities

Data Table

Data Table

Data Table

Non-Categorized Data Resource

+/- Data Package Usage Rights

+/- Methods and Protocols

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

+/- People and Organizations

+/- Temporal, Geographic and Taxonomic Coverage

+/- Project

Parent Project Information:

+/- Maintenance

+/- Additional Info

+/- Additional Metadata

Data Entities

Data Package Usage Rights

Methods and Protocols

People and Organizations

Temporal, Geographic and Taxonomic Coverage

Project

Maintenance

Additional Info

Additional Metadata