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Impact of biofouling in intake pipes on the hydraulics and efficiency of pumping capacity

机译:进气管中的生物污垢对液压系统和抽气效率的影响

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摘要

Colonization of cooling water systems (CWS) by fouling organisms is a major concern for industries, power, and desalination plants over the world. Biofouling results in, depending on the dimensions of the biofouling species and growth patterns, an increased wall roughness and reduction of the inner pipe diameter. This leads to a significant head loss in the intake structure. To prevent settlement and growth of fouling species, an effective antifouling treatment is required. However, fouling mitigation must be applied from early start of operation of an installation, as several species cannot be fully mitigated (chemically) or removed (physically) after settlement, as some of them (e.g. barnacles, the Japanese oyster and Rock oyster) cement themselves to the surface. This means that even after a physical cleaning, part of the organisms remains on the surface, resulting in an irreversible increased head loss and a decreased pump capacity. To provide some clearance on the impact of biofouling on pump capacity in CWS, two cases have been studied. The results show that nonoptimal fouling treatments result in significant additional annual energy consumption. Even after complete physical cleaning, the remaining head loss is above the design line due to the increased wall roughness and results in decreased pump capacity. The results strongly emphasize the necessity to apply an effective biofouling control during the start-up of a water intake system prior to commercial operation, or to have system design parameters which take into account the irreversible effects of biofouling.
机译:结垢生物对冷却水系统(CWS)的殖民化是全世界工业,电力和海水淡化厂的主要关注点。根据生物污垢物种的大小和生长方式,生物污垢会导致壁面粗糙度增加和内管直径减小。这导致进气结构中明显的头部损失。为了防止结垢物质的沉降和生长,需要有效的防污处理。但是,必须从装置的早期运行开始应用结垢缓解措施,因为在沉降后无法完全缓解(化学地)或去除(物理地)一些物种,例如其中一些(藤壶,日本牡蛎和牡蛎牡蛎)水泥自己浮出水面。这意味着即使经过物理清洁,部分有机物仍保留在表面上,导致不可逆的水头损失增加和泵送能力下降。为了提供一些关于生物污染对水煤浆泵容量的影响的间隙,已经研究了两种情况。结果表明,非最佳的结垢处理导致每年额外的大量能源消耗。即使经过彻底的物理清洁,由于壁面粗糙度的增加,剩余的压头损失仍高于设计线,并导致泵的容量下降。结果强烈强调了在商业运行前的进水系统启动期间必须应用有效的生物污损控制的必要性,或具有考虑生物污损不可逆作用的系统设计参数的必要性。

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