refields
Civil/Environmental
- Nov 14, 2010
- 13
I am conducting a feasibility study for the beneficial reuse of extracted urban groundwater for the irrigation of turf grass with some deciduous trees. The approximate coverage area to be irrigated is between 100,000 and 200,000 sf. Though the extracted groundwater is from inland Brooklyn, NY, it’s chemistry has been altered due to saltwater infiltration that has occurred as a result of over 100 years of deepwell pumping in the area. The extracted groundwater currently flows through a main line between 3,000 and 5,200 gpm and discharges into a city stormwater sewer. The following chemistry is from water samples taken from the discharge line we would be tapping for graywater irrigation purposes:
Sodium (ug/L) – 184,000
Calcium (ug/L) – 159,000
Magnesium (ug/L) – 68,200
Hardness as Calcium Carbonate (mg/L) – 676
Specific conductance (umhos/cm) – 2,200
Chloride (mg/L) – 614
TDS (mg/L) – 1,200
TSS (mg/L) – 1.3
Salinity (mg/L) – 467.9
The approximate calculated Sodium Absorption Ratio is 3.03.
Would treatment of this groundwater be necessary or recommended for grass irrigation? If so what options would be available?
In addition to water quality goals, what would be rough estimate for the anticipated system flow to irrigate such an area?
Thank you very much!
Regards,
Robert Fields
Sodium (ug/L) – 184,000
Calcium (ug/L) – 159,000
Magnesium (ug/L) – 68,200
Hardness as Calcium Carbonate (mg/L) – 676
Specific conductance (umhos/cm) – 2,200
Chloride (mg/L) – 614
TDS (mg/L) – 1,200
TSS (mg/L) – 1.3
Salinity (mg/L) – 467.9
The approximate calculated Sodium Absorption Ratio is 3.03.
Would treatment of this groundwater be necessary or recommended for grass irrigation? If so what options would be available?
In addition to water quality goals, what would be rough estimate for the anticipated system flow to irrigate such an area?
Thank you very much!
Regards,
Robert Fields