Carlson D B, Knight R L
Indian River Mosquito Control District, Vero Beach, FL 32961-0670.
J Am Mosq Control Assoc. 1987 Mar;3(1):74-83.
In Indian River County, Florida mosquito control impoundments, larval mosquito sampling and hydrological measurements demonstrated the importance of careful consideration of these factors when developing management plans for impoundments used for wastewater retention. Discharging secondarily treated wastewater into an impoundment resulted in only minor mosquito production. However, a treatment plant failure produced extremely high Culex densities in the impoundment. Average water loss rates in impoundments studied were due to evapotranspiration (0.25 cm/day) and percolation (0.38 cm/day). Greatest percolation (0.68 cm/day) was measured when the impoundments were maximally flooded. Under the conditions of this study, the impoundments can assimilate approximately 124 cm/year of wastewater (1.52 million liters/day) over a 50 ha area without overflows.
在佛罗里达州印度河县的蚊虫控制蓄水区、幼虫蚊虫采样和水文测量表明,在制定用于废水滞留的蓄水区管理计划时,仔细考虑这些因素非常重要。将二级处理后的废水排放到蓄水区只会导致少量蚊虫滋生。然而,一次处理厂故障导致蓄水区库蚊密度极高。所研究的蓄水区平均失水率是由于蒸发蒸腾(0.25厘米/天)和渗透(0.38厘米/天)造成的。当蓄水区处于最大洪水水位时,测得的最大渗透量为0.68厘米/天。在本研究条件下,50公顷面积的蓄水区每年可吸纳约124厘米的废水(152万升/天)而不会溢流。