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双防渗墙对滨海无压含水层海水入侵及硝酸盐浓度的影响

Effectiveness of double-cut-off walls on seawater intrusion and nitrate concentration in unconfined coastal aquifers.

作者信息

Abo-Shaeshaa Mohamed M, Rashwan Ibrahim M, El-Enany Mustafa A, Armanuos Asaad M

机构信息

Civil Engineering Department, Faculty of Engineering, Kafr elshiekh University, Egypt; Irrigation and Hydraulics Engineering Department, Faculty of Engineering, Tanta University, Egypt.

Irrigation and Hydraulics Engineering Department, Faculty of Engineering, Tanta University, Egypt.

出版信息

J Contam Hydrol. 2025 Feb;269:104495. doi: 10.1016/j.jconhyd.2024.104495. Epub 2024 Dec 31.

Abstract

An effective coastal engineering technique for preventing seawater intrusion is constructing a cut-off wall. Nevertheless, the cut-off walls impact on nitrate concentration in downstream aquifers has not been assessed in the previous research that focused on studying a single subsurface physical barrier. In this work, a numerical model was used to examine the effect and mechanisms of the double-cut-off walls on saltwater wedge length and nitrate concentrations transported downstream of them. SEAWAT code has been implemented to simulate seawater intrusion and nitrate transport in unconfined coastal aquifers. Two cases of homogeneous aquifer (Case-H) and heterogeneous aquifer (Case-LH) were studied. The results showed significantly receded in the saltwater wedge and the spread of nitrate contamination increased due to the heterogeneous conditions. A significant effect on nitrate accumulation and an increase in the pollution area between the double-cut-off walls was observed when the second cut-off wall depth was embedded by more than 50 % of the aquifer thickness due to the weak inflow below the cut-off wall. There was no need to raise the second cut-off depth because there was a significant retraction in the saltwater interface after the first cut-off wall was embedded to a depth of more than 70 % of the aquifer thickness. Raising the second cut-off wall depth to more than 30 % of the aquifer thickness when the first cut-off wall depth ratio was less than 50 % significantly impacted the retreating of the saltwater wedge for the short distance between the double-cut-off walls. When the second cut-off wall depth ratio was less than 50 %, raising the first cut-off wall depth significantly lowered the total concentrations of the nitrate that arrived at the double-cut-off walls downstream. In addition, the total concentrations of the nitrate that traveled toward the sea were reduced to 17 % of the original nitrate concentration by raising the depth of both cut-off walls to 70 % of the aquifer thickness and the distance between them to more than 25 m. Although it was shown that the double-cut-off walls substantially reduced saltwater intrusion and nitrate concentrations, they also created a large dispersion area of nitrate pollution, especially in the heterogeneous aquifer. The retreat of the saltwater interface wedge was significantly impacted by the first cut-off wall depth in the heterogeneous aquifer. This study offers useful information for preventing saltwater intrusion and reducing nitrate concentration downstream of the double-cut-off walls, especially, the double-cut-off walls represent a new study for controlling saltwater intrusion and nitrate pollution in a coastal aquifer. The outcomes of this study can be used for the groundwater resources proper management in coastal aquifers.

摘要

一种有效的防止海水入侵的海岸工程技术是建造隔水墙。然而,以往专注于研究单一地下物理屏障的研究尚未评估隔水墙对下游含水层中硝酸盐浓度的影响。在这项工作中,使用数值模型来研究双隔水墙对盐水楔长度以及其下游硝酸盐浓度运移的影响和作用机制。已采用SEAWAT代码来模拟无压海岸含水层中的海水入侵和硝酸盐运移。研究了均质含水层(案例-H)和非均质含水层(案例-LH)两种情况。结果表明,由于非均质条件,盐水楔显著退缩,硝酸盐污染范围扩大。当第二道隔水墙深度嵌入超过含水层厚度的50%时,由于隔水墙下方水流较弱,观察到对硝酸盐积累有显著影响,且双隔水墙之间的污染区域增加。当第一道隔水墙嵌入深度超过含水层厚度的70%后,盐水界面显著退缩,因此无需增加第二道隔水墙的深度。当第一道隔水墙深度比例小于50%时,将第二道隔水墙深度提高到超过含水层厚度的30%,对双隔水墙之间短距离内盐水楔的退缩有显著影响。当第二道隔水墙深度比例小于50%时,增加第一道隔水墙深度可显著降低到达下游双隔水墙处的硝酸盐总浓度。此外,将两道隔水墙的深度都提高到含水层厚度的70%,且它们之间的距离增加到超过25米时,向海方向运移的硝酸盐总浓度降低到原始硝酸盐浓度的17%。虽然结果表明双隔水墙能大幅减少海水入侵和硝酸盐浓度,但它们也造成了较大的硝酸盐污染扩散区域,尤其是在非均质含水层中。在非均质含水层中,盐水界面楔的退缩受第一道隔水墙深度的显著影响。本研究为防止海水入侵和降低双隔水墙下游的硝酸盐浓度提供了有用信息,特别是双隔水墙代表了控制海岸含水层中海水入侵和硝酸盐污染的一项新研究。本研究结果可用于海岸含水层地下水资源的合理管理。

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