waterguy1
Civil/Environmental
- May 22, 2014
- 1
I am a design engineer for a municipal water utility. We are currently expanding our service boundary to include about 600 acres of agricultural land. This land is anticipated to be developed with upscale residential communities. The upscale homes that I sampled use anywhere from 10,000 to 90,000 gal/month irrigation during peak months on 1/3 to 1/2 acre lots. I am wondering with this heavy irrigation use, could peak irrigation demand eclipse fire flow? I realize that this is different than fire flow in that the demand is spread out over the entire development, but the problem is that it will temporarily be a single feed for several years until a water tower and second supply line can be constructed in this area.
The question is.... does anyone know of any guidance for peaking factors for irrigation? I need to translate these gallons / month estimates to GPM peak flows.
The question is.... does anyone know of any guidance for peaking factors for irrigation? I need to translate these gallons / month estimates to GPM peak flows.