首页> 外文会议>WEFTEC 2001;Annual conference & exposition of Water Environment Federation >STARTUP OF A FULL-SCALE VERTREAT? WASTEWATER TREATMENT PLANTAT A CHEESE PRODUCTION FACILITY
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STARTUP OF A FULL-SCALE VERTREAT? WASTEWATER TREATMENT PLANTAT A CHEESE PRODUCTION FACILITY

机译:全面VERTEAT的启动?污水处理厂的奶酪生产设施

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VERTREAT? is a high-rate activated sludge process. A compact, high-pressure reactor replacesthe large open aeration basin commonly found in activated sludge systems. Vigorous mixing,high oxygen transfer, and high mixed liquor concentrations are critical design limitations inmany conventional plants. The VERTREAT? system has intensive mixing, high oxygentransfer, and high MLSS in a compact subsurface reactor, making it an efficient high-ratebiological system. A VERTREAT? system was selected for treatment of high-strengthwastewater from a large dairy. The plant design consists of 3.2 million liters (850,000 gallons) ofequalization capacity, two 2.75 m (9 ft) diameter 94 m (308 ft) deep bioreactors, and tworectangular flotation clarifiers. Influent is cooled to retain mesophilic conditions in the system.During startup, 4- and 24-hour composite influent and effluent samples were collected and testedfor TS, COD and pH. Highly variable loading from the dairy averaged 20,430 kg BOD5/day(45,000 lbs BOD5/day) and the flow averaged 2,320 lpm (613 gpm). These values far exceededthe design capacity of the plant, which is rated for an average load and flow of 7,300 kgBOD5/day (16,000 lbs BOD5/day) and 1,840 lpm (486 gpm), respectively. Peak 4-hour loadingin the plant exceeded 25,000 lbs BOD5 – more than 5 times design. Despite BOD5 loading 3times design, the system achieved an average BOD5 removal of 90%.Despite an average oxygen transfer efficiency (OTE) in excess of 70% and a maximum OTE of86% (conventional air activated sludge facilities achieve 8 – 10% OTE), oxygen was limited inthe system due to the continuously overloaded conditions. With additional aeration capacityinstalled to design limits, the oxygen demand of the organic overload still exceeded the supply ofoxygen. The flocculating ability and flotation of the microbes were invariably hampered –characteristics consistent with an ongoing organic overload.This plant demonstrates the VERTREAT? process is capable of treating a high-strengthwastewater with a very small footprint facility. The 1,100 square meter (12,000 ft2) plant treatedthe BOD5 load of a 300,000 population equivalent during startup. It was demonstrated that thesystem has lower capital costs than competing technologies, as well as low variable and totaloperating costs – approximately $.03 and $.05 per lb BOD5 destroyed, respectively.
机译:VERTREAT?是一种高速率的活性污泥工艺。紧凑的高压反应器代替了活性污泥系统中常见的大型开放式曝气池。剧烈混合,高氧传递和高混合液浓度是许多常规工厂的关键设计限制。 VERTREAT?该系统在紧凑的地下反应器中具有强烈的混合,高的氧传递和高的MLSS,使其成为高效的高速率生物系统。 VERTREAT?选择该系统处理大型乳制品中的高强度废水。该工厂的设计包括320万升(850,000加仑)的均衡能力,两个2.75 m(9英尺)直径,94 m(308英尺)深的生物反应器和两个矩形浮选澄清器。将进水冷却以保持系统中温条件。在启动期间,收集4和24小时的进水和出水复合样品并测试TS,COD和pH。乳制品的高负荷负荷平均为20,430公斤BOD5 /天(45,000磅BOD5 /天),流量平均为2,320 lpm(613 gpm)。这些值远远超出了工厂的设计能力,该工厂的平均负荷和流量分别为7,300 kgBOD5 /天(16,000磅BOD5 /天)和1,840 lpm(486 gpm)。工厂的4小时高峰装载量超过25,000磅BOD5-是设计的5倍以上。尽管BOD5的装载量设计为3倍,但系统的BOD5去除率平均为90%。尽管平均氧气传输效率(OTE)超过70%,最大OTE为86%(传统的空气活性污泥设施的OTE达到8%– 10%)。 ,由于连续超载条件,系统中的氧气受到限制。通过将额外的曝气能力安装到设计极限,有机过载的氧气需求仍然超过氧气的供应。微生物的絮凝能力和浮选始终受到阻碍,其特征与持续的有机超负荷相一致。该植物证明了VERTREAT?该工艺能够以很小的占地面积处理高强度废水。这座1,100平方米(12​​,000平方英尺)的工厂在启动期间处理了相当于300,000人口的BOD5负荷。结果表明,与竞争技术相比,该系统的资金成本更低,可变成本和总运营成本也很低,分别为每磅BOD5损失约.03美元和.05美元。

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