BMT WBM Pty Ltd, Level 8, 200 Creek St, Brisbane, QLD, 4000, Australia.
Water Sci Technol. 2013;67(6):1194-207. doi: 10.2166/wst.2013.673.
A desalination plant is proposed to be the major water supply to the Olympic Dam Expansion Mining project. Located in the Upper Spencer Gulf, South Australia, the site was chosen due to the existence of strong currents and their likely advantages in terms of mixing and dilution of discharged return water. A high-resolution hydrodynamic model (Estuary, Lake and Coastal Ocean Model, ELCOM) was constructed and, through a rigorous review process, was shown to reproduce the intricate details of the Spencer Gulf dynamics, including those characterising the discharge site. Notwithstanding this, it was found that deploying typically adopted 'direct insertion' techniques to simulate the brine discharge within the hydrodynamic model was problematic. Specifically, it was found that in this study the direct insertion technique delivered highly conservative brine dilution predictions in and around the proposed site, and that these were grid and time-step dependent. To improve the predictive capability, a strategy to link validated computational fluid dynamics (CFD) predictions to hydrodynamic simulations was devised. In this strategy, environmental conditions from ELCOM were used to produce boundary conditions for execution of a suite of CFD simulations. In turn, the CFD simulations provided the brine dilutions and flow rates to be applied in ELCOM. In order to conserve mass in a system-wide sense, artificial salt sinks were introduced to the ELCOM model such that salt quantities were conserved. As a result of this process, ELCOM predictions were naturally very similar to CFD predictions near the diffuser, whilst at the same time they produced an area of influence (further afield) comparable to direct insertion methods. It was concluded that the linkage of the models, in comparison to direct insertion methods, constituted a more realistic and defensible alternative to predict the far-field dispersion of outfall discharges, particularly with regards to the estimation of brine dilution in the immediate vicinity of an outfall location.
拟议中的海水淡化厂将成为奥林匹克坝扩建采矿项目的主要供水来源。该工厂位于南澳大利亚州上斯宾塞湾,之所以选择该地点,是因为存在强大的海流,而且这些海流在混合和稀释排放回流水方面可能具有优势。构建了一个高分辨率水动力模型(河口、湖泊和沿海海洋模型,ELCOM),并通过严格的审查过程,证明该模型可以再现斯宾塞湾动力学的复杂细节,包括那些表征排放地点的细节。尽管如此,人们发现,采用通常采用的“直接插入”技术在水动力模型中模拟盐水排放存在问题。具体来说,在这项研究中,发现直接插入技术在提议的厂址内及其周围提供了高度保守的盐水稀释预测,并且这些预测取决于网格和时间步长。为了提高预测能力,设计了一种将经过验证的计算流体动力学(CFD)预测与水动力模拟联系起来的策略。在这种策略中,使用 ELCOM 的环境条件为执行一系列 CFD 模拟生成边界条件。反过来,CFD 模拟提供了要在 ELCOM 中应用的盐水稀释度和流速。为了在系统范围内保持质量守恒,在 ELCOM 模型中引入了人工盐汇,以使盐量得到守恒。由于这一过程,ELCOM 的预测在扩散器附近与 CFD 预测非常相似,同时在远离扩散器的地方产生了与直接插入方法相当的影响区域。结论是,与直接插入方法相比,模型的链接构成了一种更现实和更合理的替代方法,可以预测排放口排放的远场分散情况,特别是在估计排放口附近的盐水稀释方面。