Conrad Paul A, Martello William P, Sullins Nancy R
U.S. Geological Survey, 720 Gracern Road, Columbia, SC. 29210, USA.
Environ Monit Assess. 2003 Jan-Feb;81(1-3):97-106.
The Total Maximum Daily Load (TMDL) for ammonia and biochemical oxygen demand for the Pee Dee, Waccamaw, and Atlantic Intracoastal Waterway system near Myrtle Beach, South Carolina, mandated a 60-percent reduction in point-source loading. For waters with a naturally low background dissolved-oxygen concentrations, South Carolina anti-degradation rules in the water-quality regulations allows a permitted discharger a reduction of dissolved oxygen of 0.1 milligrams per liter (mg/L). This is known as the "0.1 rule." Permitted dischargers within this region of the State operate under the "0.1 rule" and cannot cause a cumulative impact greater than 0.1 mg/L on dissolved-oxygen concentrations. For municipal water-reclamation facilities to serve the rapidly growing resort and retirement community near Myrtle Beach, a variable loading scheme was developed to allow dischargers to utilize increased assimilative capacity during higher streamflow conditions while still meeting the requirements of a recently established TMDL. As part of the TMDL development, an extensive real-time data-collection network was established in the lower Waccamaw and Pee Dee River watershed where continuous measurements of streamflow, water level, dissolved oxygen, temperature, and specific conductance are collected. In addition, the dynamic BRANCH/BLTM models were calibrated and validated to simulate the water quality and tidal dynamics of the system. The assimilative capacities for various streamflows were also analyzed. The variable-loading scheme established total loadings for three streamflow levels. Model simulations show the results from the additional loading to be less than a 0. 1 mg/L reduction in dissolved oxygen. As part of the loading scheme, the real-time network was redesigned to monitor streamflow entering the study area and water-quality conditions in the location of dissolved-oxygen "sags." The study reveals how one group of permit holders used a variable-loading scheme to implement restrictive permit limits without experiencing prohibitive capital expenditures or initiating a lengthy appeals process.
南卡罗来纳州默特尔比奇附近的皮迪河、沃卡马河和大西洋沿岸内陆水道系统的氨和生化需氧量的总最大日负荷(TMDL)要求将点源负荷减少60%。对于自然背景溶解氧浓度较低的水域,南卡罗来纳州水质法规中的反退化规则允许排放许可者将溶解氧降低0.1毫克/升(mg/L)。这就是所谓的“0.1规则”。该州这一地区的排放许可者按照“0.1规则”运行,对溶解氧浓度造成的累积影响不得超过0.1mg/L。为了服务于默特尔比奇附近快速发展的度假和退休社区的市政水回收设施,制定了一种可变负荷方案,使排放者能够在较高流量条件下利用增加的同化能力,同时仍满足最近制定的TMDL的要求。作为TMDL制定的一部分,在沃卡马河下游和皮迪河流域建立了一个广泛的实时数据收集网络,持续收集流量、水位、溶解氧、温度和电导率的测量数据。此外,还对动态BRANCH/BLTM模型进行了校准和验证,以模拟该系统的水质和潮汐动态。还分析了各种流量的同化能力。可变负荷方案确定了三个流量水平的总负荷。模型模拟结果表明,额外负荷导致的溶解氧减少量小于0.1mg/L。作为负荷方案的一部分,重新设计了实时网络,以监测进入研究区域的流量以及溶解氧“低谷”位置的水质状况。该研究揭示了一组许可持有者如何使用可变负荷方案来实施严格的许可限制,而无需承担高昂的资本支出或启动冗长的上诉程序。