364 Organic waste recycling: technology and management
Total phosphorusNutrient content of plants, dry weight, (%) Total Kjedahl nitrogenHyacinth cover (%) 100 100Organic loading rate (kg/ha-day) 5.2Hydraulic residence time (days) ~3 0.63Hydraulic loading rate, (m3 /ha-day)
430 1220Depth of hyacinth ponds (m) 1.23 1.4Surface area of hyacinth ponds (ha) 1.4 0.76Types of pre-treatment Excess activated sludge lagoons overflow to hyacinth ponds Trickling filter and activated sludge with polishing pondTable 7.9 Summary of design and performance characteristics Location Austin- Hornsby Bend, Tex.: University of Florida, Gainseville,Flaof aquatic weed wastewater treatment systems (continued)aBased on effluent flow rate From O’Brien(^1981); reproduced bypermission of the American Society of Civil Engineers