Data from: Calibration of V-notch and compound weirs for subsurface drainage water level control structures
Edge-of-field conservation practices which treat subsurface drainage (“tile”) water such as saturated buffers and bioreactors use water level control structures to manage water levels and estimate drainage discharge. A weir is installed within the control structure to monitor water levels which is converted to discharge using relevant weir equation. In a control structure, it is unclear how to calculate discharge for different sizes of control structures, especially when the water level exceeds the top of a V-notch and overflows in the rectangular portion of the compound weir (CW). The discharge equation for overtopping events (QCW, L s-1) was developed as: QCW = a1(hb1 - h1b1)+a2(We-Wv)h1b2 and compared with an existing equation available in the literature, QV+R = a1(Db1)+a2(We)h1b2, where QCW or QV+R are discharge rates (L s-1), h and h1 are heads above vertex/bottom and top of V-notch (cm), respectively, We is the effective crest width of rectangular weir (cm), Wv is the top width of V-notch (cm), D is the depth of V-notch weir, a1 and b1 are parameters for V-notch weir, and a2 and b2 are parameters for rectangular weir.The dataset comprises of i) calculated values of daily subsurface drainage discharge rate that was diverted to a saturated buffer located at Break Creek site (BC2; 42.211284 °N and 93.470736 °W) in Hamilton county in central Iowa, US, and ii) the mass (and cumulative mass) of nitrate-nitrogen (NO3-N), in kilograms, diverted to the buffer during a two-year period from January 2016 to December 2017. The subsurface drainage discharge rates at the study site were obtained by monitoring water heads above 45° V-notch weirs within a 20.3-cm (8-in) water level control structure and were calculated using the two compound weir equations QCW and QV+R. The NO3-N load was obtained as the product of calculated tile discharge (i.e., QV+R or QCW) and NO3-N concentrations measured biweekly on grab samples. This dataset was used for comparing discrepancies in tile discharge and mass of NO3-N diverted to the saturated buffer based on the use of the two compound weir equations (QV+R or QCW) in the primary article.Resources in this dataset:Resource Title: NitrateLoad_Data.csv: Resource Description: Data compiled as a result of the efforts described in Katuwal et al.(2024) - Calibration of V-notch and compound weirs for subsurface drainage water level control structures.Resource Title: NitrateLoad_Data_Dict.csv: Resource Description: Data dictionary for the nitrate load as described in Katuwal et al.(2024) - Calibration of V-notch and compound weirs for subsurface drainage water level control structures.Resource Title: Subsurface_Drainage_Discharge_Data.csv: Resource Description: Data compiled as a result of the efforts described in Katuwal et al.(2024) - Calibration of V-notch and compound weirs for subsurface drainage water level control structures.Resource Title: Subsurface_Drainage_Discharge_Data_Dict.csv: Resource Description: Data dictionary for the subsurface drainage discharge as described in Katuwal et al.(2024) - Calibration of V-notch and compound weirs for subsurface drainage water level control structures.
Complete Metadata
| @type | dcat:Dataset |
|---|---|
| accessLevel | public |
| accrualPeriodicity | R/P1D |
| bureauCode |
[
"005:18"
]
|
| contactPoint |
{
"fn": "Rogovska, Natalia",
"hasEmail": "mailto:natalia.rogovska@usda.gov"
}
|
| description | <p dir="ltr">Edge-of-field conservation practices which treat subsurface drainage (“tile”) water such as saturated buffers and bioreactors use water level control structures to manage water levels and estimate drainage discharge. A weir is installed within the control structure to monitor water levels which is converted to discharge using relevant weir equation. In a control structure, it is unclear how to calculate discharge for different sizes of control structures, especially when the water level exceeds the top of a V-notch and overflows in the rectangular portion of the compound weir (CW). The discharge equation for overtopping events (Q<sub>CW</sub>, L s<sup>-1</sup>) was developed as: Q<sub>CW</sub> = a<sub>1</sub>(h<sup>b1 </sup>- h<sub>1</sub><sup>b1</sup>)+a<sub>2</sub>(W<sub>e</sub>-W<sub>v</sub>)h<sub>1</sub><sup>b2</sup> and compared with an existing equation available in the literature, Q<sub>V+R </sub>= a<sub>1</sub>(D<sup>b1</sup>)+a<sub>2</sub>(W<sub>e</sub>)h<sub>1</sub><sup>b2</sup>, where Q<sub>CW </sub>or Q<sub>V+R</sub> are discharge rates (L s<sup>-1</sup>), h and h<sub>1</sub> are heads above vertex/bottom and top of V-notch (cm), respectively, W<sub>e</sub> is the effective crest width of rectangular weir (cm), W<sub>v</sub> is the top width of V-notch (cm), D is the depth of V-notch weir, a<sub>1</sub> and b<sub>1</sub> are parameters for V-notch weir, and a<sub>2</sub> and b<sub>2</sub> are parameters for rectangular weir.</p><p dir="ltr">The dataset comprises of i) calculated values of daily subsurface drainage discharge rate that was diverted to a saturated buffer located at Break Creek site (BC2; 42.211284 °N and 93.470736 °W) in Hamilton county in central Iowa, US, and ii) the mass (and cumulative mass) of nitrate-nitrogen (NO<sub>3</sub>-N), in kilograms, diverted to the buffer during a two-year period from January 2016 to December 2017. The subsurface drainage discharge rates at the study site were obtained by monitoring water heads above 45° V-notch weirs within a 20.3-cm (8-in) water level control structure and were calculated using the two compound weir equations Q<sub>CW</sub> and Q<sub>V+R</sub>. The NO<sub>3</sub>-N load was obtained as the product of calculated tile discharge (i.e., Q<sub>V+R </sub>or Q<sub>CW</sub>) and NO<sub>3</sub>-N concentrations measured biweekly on grab samples. This dataset was used for comparing discrepancies in tile discharge and mass of NO<sub>3</sub>-N diverted to the saturated buffer based on the use of the two compound weir equations (Q<sub>V+R </sub>or Q<sub>CW</sub>) in the primary article.</p><p dir="ltr">Resources in this dataset:</p><ul><li>Resource Title: NitrateLoad_Data.csv: Resource Description: Data compiled as a result of the efforts described in Katuwal et al.(2024) - Calibration of V-notch and compound weirs for subsurface drainage water level control structures.</li><li>Resource Title: NitrateLoad_Data_Dict.csv: Resource Description: Data dictionary for the nitrate load as described in Katuwal et al.(2024) - Calibration of V-notch and compound weirs for subsurface drainage water level control structures.</li><li>Resource Title: Subsurface_Drainage_Discharge_Data.csv: Resource Description: Data compiled as a result of the efforts described in Katuwal et al.(2024) - Calibration of V-notch and compound weirs for subsurface drainage water level control structures.</li><li>Resource Title: Subsurface_Drainage_Discharge_Data_Dict.csv: Resource Description: Data dictionary for the subsurface drainage discharge as described in Katuwal et al.(2024) - Calibration of V-notch and compound weirs for subsurface drainage water level control structures.</li></ul><p dir="ltr"><br></p> |
| distribution |
[
{
"@type": "dcat:Distribution",
"title": "NitrateLoad_Data.csv",
"format": "csv",
"mediaType": "text/csv",
"downloadURL": "https://ndownloader.figshare.com/files/52946186"
},
{
"@type": "dcat:Distribution",
"title": "Subsurface_Drainage_Discharge_Data.csv",
"format": "csv",
"mediaType": "text/csv",
"downloadURL": "https://ndownloader.figshare.com/files/52946201"
},
{
"@type": "dcat:Distribution",
"title": "NitrateLoad_Data_Dict.csv",
"format": "csv",
"mediaType": "text/csv",
"downloadURL": "https://ndownloader.figshare.com/files/52946543"
},
{
"@type": "dcat:Distribution",
"title": "Subsurface_Drainage_Discharge_Data_Dict.csv",
"format": "csv",
"mediaType": "text/csv",
"downloadURL": "https://ndownloader.figshare.com/files/52946546"
}
]
|
| identifier | 10.15482/USDA.ADC/28582658.v1 |
| keyword |
[
"Compound weir equation",
"Diverted flow",
"Nitrate load",
"Overtopping flow",
"Saturated buffer",
"Subsurface tile discharge",
"V-notch weir"
]
|
| license | https://creativecommons.org/publicdomain/zero/1.0/ |
| modified | 2025-08-27 |
| programCode |
[
"005:040"
]
|
| publisher |
{
"name": "Agricultural Research Service",
"@type": "org:Organization"
}
|
| temporal | 2016-01-01/2017-12-31 |
| title | Data from: Calibration of V-notch and compound weirs for subsurface drainage water level control structures |