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Physical Controls on Biogeochemical Processes in Intertidal Zones of Beach Aquifers

机译:滩涂潮间带生物地球化学过程的物理控制

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Marine ecosystems are sensitive to inputs of chemicals from submarine groundwater discharge. Tidally influenced saltwater-freshwater mixing zones in beach aquifers can host biogeochemical transformations that modify chemical loads prior to discharge. A numerical variable-density groundwater flow and reactive transport model was used to evaluate the physical controls on reactivity for mixing-dependent and mixing-independent reactions in beach aquifers, represented as denitrification and sulfate reduction, respectively. A sensitivity analysis was performed across typical values of tidal amplitude, hydraulic conductivity, terrestrial freshwater flux, beach slope, dispersivity, and DOC reactivity. For the model setup and conditions tested, the simulations demonstrate that denitrification can remove up to 100% of terrestrially derived nitrate, and sulfate reduction can transform up to 8% of seawater-derived sulfate prior to discharge. Tidally driven mixing between saltwater and freshwater promotes denitrification along the boundary of the intertidal saltwater circulation cell in pore water between 1 and 10 ppt. The denitrification zone occupies on average 49% of the mixing zone. Denitrification rates are highest on the landward side of the circulation cell and decrease along circulating flow paths. Reactivity for mixing-dependent reactions increases with the size of the mixing zone and solute supply, while mixing-independent reactivity is controlled primarily by solute supply. The results provide insights into the types of beaches most efficient in altering fluxes of chemicals prior to discharge and could be built upon to help engineer beaches to enhance reactivity. The findings have implications for management to protect coastal ecosystems and the estimation of chemical fluxes to the ocean.
机译:海洋生态系统对海底地下水排放的化学物质输入很敏感。在海滩含水层中受潮汐影响的盐水-淡水混合区可以进行生物地球化学转化,从而在排放前改变化学负荷。使用数值可变密度的地下水流量和反应输运模型来评估海滩含水层中混合依赖性和非混合性反应的反应性物理控制,分别表示反硝化和硫酸盐还原。对潮汐振幅,水力传导率,陆地淡水通量,海滩坡度,分散性和DOC反应性的典型值进行了敏感性分析。对于模型设置和测试条件,模拟表明,反硝化作用最多可去除100%的陆地来源的硝酸盐,而硫酸盐的还原可在排放之前将多达8%的海水来源的硫酸盐转化。潮汐驱动的盐水和淡水之间的混合促进了潮汐咸水循环池边界在1至10 ppt之间的反硝化作用。反硝化区平均占混合区的49%。反硝化率在循环池的着陆侧最高,并沿循环流路降低。与混合有关的反应的反应性随混合区和溶质供应的大小而增加,而与混合无关的反应性主要由溶质供应控制。研究结果提供了最有效地改变排放前化学通量的泳滩类型的见解,并可以帮助泳滩提高反应性。这些发现对保护沿海生态系统的管理和对海洋化学通量的估计具有重要意义。

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