2010
DOI: 10.13031/2013.29478
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Technical Note: A Simple Method to Measure the Flow Rate and Volume from Tile Drainage Pump Stations

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Cited by 7 publications
(10 citation statements)
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“…The advantage of this method is that flow could be recorded in either direction, valuable for sites experiencing backflow in the drainage system due to high downstream water levels 14 . At ND_Richland, drainage was collected at a sump where a current sensor was used to measure pumping frequency to calculate drainage flow 15 . For an additional three sites, drainage discharge was measured using a depth-velocity meter installed at the outlet of the drainage pipe or a drainage ditch.…”
Section: Methodsmentioning
confidence: 99%
“…The advantage of this method is that flow could be recorded in either direction, valuable for sites experiencing backflow in the drainage system due to high downstream water levels 14 . At ND_Richland, drainage was collected at a sump where a current sensor was used to measure pumping frequency to calculate drainage flow 15 . For an additional three sites, drainage discharge was measured using a depth-velocity meter installed at the outlet of the drainage pipe or a drainage ditch.…”
Section: Methodsmentioning
confidence: 99%
“…To determine daily tile flow, the following equation (Equation ( 3)) was incorporated from Scherer and Jia [28]:…”
Section: Flow and Nutrient Load Calculationsmentioning
confidence: 99%
“…where Q p is average pump flow rate over one pump duty cycle, V s is sump storage volume, T on is the time interval when the pump is running, and Q i is average flow rate from the tile into the sump. Input values for determining daily flow, as well as the time of pumping and the dimensions of the sump pump structure, were recorded by the event logger [28]. Daily nutrient loads were calculated from the daily flow rates, nutrient concentrations, and drainage area.…”
Section: Flow and Nutrient Load Calculationsmentioning
confidence: 99%
“…With potential SI in mind, the sump pump was designed to carry the water for the entire 44 ha field with typical 18.3 m tile drainage space. From our preliminary studies (Scherer and Jia, 2010;Jia et al, 2012;Rijal et al, 2012), it was concluded that it was challenging to subirrigate the entire field with one main drain due to the high surface elevation difference across the field and the layout of the tile drainage system. As indicated by Jia et al (2012), the sump pump and the main were located at higher elevations than the laterals because of the outlet location.…”
Section: Field Layoutsmentioning
confidence: 99%