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Evaluating the Mixing Mechanism of Outfall Discharges from Municipal Separate Storm Sewer Systems

机译:评价市政独立雨水管道系统排污口的混合机理

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Under the National Pollutant Discharge Elimination System (NPDES)stormwater program, operators of large, medium, and regulated small municipalseparate storm sewer systems (MS4s) require authorization to discharge pollutantsunder an NPDES permit. MS4s can be linear or complex, open, piped, manmade,natural, or a combination of all of the above. Some carry groundwater or pipedstreams, are tidally influenced, or have some other constant source of non-stormwaterdischarge. An MS4 is not always just a system of underground pipes-it can includeroads with drainage systems, gutters, and ditches. Typically, an outfall from a MS4discharges into a creek system and ultimately into a larger receiving water bodywhich might or might not be tidally influenced. In order to evaluate the existing andexpected water quality of the ultimate receiving water body, mathematical models areused to conduct flushing modeling and water quality modeling of the ambient waters.A hydrodynamic mixing zone model will be used to simulate steady or unsteadydischarge from a single open channel outfall or a system of outfalls from municipalseparate storm sewer systems (MS4s). This model is applicable for a wide range ofhydrologic situations wherein flow and transport are governed by time-dependentforcing functions. Permit requirements will consist of a Water Quality MonitoringProgram to be implemented and samples collected according to permitting agencies’procedures for collection, control and preservation.
机译:根据国家污染物排放消除系统(NPDES) 雨水计划,大中型和受监管小市政的运营者 单独的雨水排放系统(MS4)需要排放污染物的授权 根据NPDES许可。 MS4可以是线性或复杂的,开放的,管道的,人造的, 自然,或以上所有因素的组合。有些载有地下水或用管道输送 溪流,受到潮汐影响,或有其他恒定的非暴雨水源 释放。 MS4并不总是仅是地下管道系统,它还可以包括 有排水系统,排水沟和沟渠的道路。通常,MS4的排放 排入小河系统,最终排入较大的接收水体 可能会或可能不会受到潮汐影响。为了评估现有和 最终接收水体的预期水质,数学模型是 用于对环境水进行冲洗建模和水质建模。 流体动力混合区模型将用于模拟稳态或非稳态 从单一明渠排放或市政排污系统排放 单独的雨水排放系统(MS4)。该型号适用于各种 水文状况,流量和运移受时间影响 强制功能。许可证要求将包括水质监测 根据许可机构的要求实施计划并收集样品 收集,控制和保存的程序。

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