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Feasibility for Use of a Seabed Gallery Intake for the Shuqaiq-II SWRO Facility, Saudi Arabia

机译:沙特阿拉伯Shuqaiq-II SWRO设施使用海底通道进气口的可行性

摘要

Shuqaiq-II IWP is a combined RO water desalination and power plant facility. It operateswith an open intake that feeds the plant with 100,000 m3/h of raw water. The facility islocated 140 km north of Jizan, in a small bay where the run-off discharges of two wadisconverge. The run-off coming from the wadis are rich in alluvial sediments thatdramatically decrease the raw water quality at the intake point, causing periodicshutdowns of the plant and increasing the operational cost due to membrane replacement.Subsurface water intakes are an alternative for improving raw water quality, as theyprovide natural filtering of the feed water as it flows through the systems. In this type ofsystem water flow through the sediment matrix is induced and during the percolation,several physical, chemical and biological processes take place, cleaning the water fromparticulate matter, resulting in high quality feed water that can be directly sent to the ROprocess without any additional pretreatment.A full hydrogeological profile of the seabed needs to be performed in order to determinethe applicability of one of these systems in each particular location. In this study, 1 km ofbeach area at Shuqaiq-II IWP was surveyed. Ninety-one (91) samples from the shore and offshore sediments were collected and analyzed for hydraulic conductivity, porosity andgrain size distribution.The laboratory analysis showed that the construction of the seabed galleries wastechnically feasible, and the proposed intake system was design to meet the feed waterrequirements for the RO facility (530.000 m3/d). The preliminary design consists of 17cells in total, 16 of which will be in constant operation, and 1 alternate for whenevermaintenance is needed in one of the other cells. The seabed gallery design includes 5layers of sands with a total depth of 5 m. A detailed underdrain design methodology ispresented. The system would be operated at an infiltration rate of 10 m/d and an averagehydraulic retention time of 7h. Each cell will have an area of 3.500 m2 that will supply35.000 m3/d of feed water to each RO train.
机译:Shuqaiq-II IWP是反渗透水淡化和发电厂的综合设施。它采用开放式进水口运行,为工厂提供100,000 m3 / h的原水。该设施位于吉赞以北140公里处的一个小海湾中,那里有两个水流汇合在一起。来自河床的径流富含冲积沉积物,这会极大地降低进水口的原水水质,导致工厂定期停工并由于更换膜而增加运营成本。地下进水口是改善原水水质的替代方法。 ,因为它们可以在进水流经系统时对进水进行自然过滤。在这种类型的系统中,导致水流过沉积物基质,并且在渗流过程中,发生了几个物理,化学和生物过程,将水从颗粒物质中清除掉,从而可以直接将高质量的给水直接送至RO流程为了确定这些系统之一在每个特定位置的适用性,需要对海床进行完整的水文地质剖面分析。在这项研究中,调查了舒凯克二世IWP的1 km的海滩面积。收集了来自海岸和近海沉积物的91个样品,并进行了水力传导率,孔隙率和粒度分布的分析。实验室分析表明,海底通道的建造在技术上是可行的,并且设计的拟议进水系统可以满足要求。反渗透设备的进水要求(530.000 m3 / d)。初步设计总共由17个单元组成,其中16个单元将保持恒定运行状态,其他任何一个单元中需要维护时,将交替使用1个。海底画廊的设计包括5层沙子,总深度为5 m。提出了详细的排水设计方法。该系统将以10 m / d的渗透率和7 h的平均水力停留时间运行。每个单元的面积为3.500平方米,将为每台反渗透列车提供35.000立方米/天的给水。

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    Mantilla David;

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  • 年度 2013
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  • 正文语种 en
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