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    海州湾弱透水层孔隙水的化学特征与盐分演变

    李静 朱佳俊 梁杏 刘彦 江欣悦 杜永昌

    李静, 朱佳俊, 梁杏, 刘彦, 江欣悦, 杜永昌, 2024. 海州湾弱透水层孔隙水的化学特征与盐分演变. 地球科学, 49(3): 939-951. doi: 10.3799/dqkx.2022.232
    引用本文: 李静, 朱佳俊, 梁杏, 刘彦, 江欣悦, 杜永昌, 2024. 海州湾弱透水层孔隙水的化学特征与盐分演变. 地球科学, 49(3): 939-951. doi: 10.3799/dqkx.2022.232
    Li Jing, Zhu Jiajun, Liang Xing, Liu Yan, Jiang Xinyue, Du Yongchang, 2024. Chemical Signatures and Salinity Evolution of Aquitard Porewater in the Haizhou Bay. Earth Science, 49(3): 939-951. doi: 10.3799/dqkx.2022.232
    Citation: Li Jing, Zhu Jiajun, Liang Xing, Liu Yan, Jiang Xinyue, Du Yongchang, 2024. Chemical Signatures and Salinity Evolution of Aquitard Porewater in the Haizhou Bay. Earth Science, 49(3): 939-951. doi: 10.3799/dqkx.2022.232

    海州湾弱透水层孔隙水的化学特征与盐分演变

    doi: 10.3799/dqkx.2022.232
    基金项目: 

    国家自然科学基金项目 41977167

    广西重点研发计划 桂科AB21196026

    详细信息
      作者简介:

      李静(1985-),女,副教授,博士,从事水文地质学的教学与科研工作. ORCID:0000-0002-4361-9829. E-mail:jinglicug@163.com

    • 中图分类号: P641

    Chemical Signatures and Salinity Evolution of Aquitard Porewater in the Haizhou Bay

    • 摘要: 为查明海岸带弱透水层孔隙水的盐分来源与演变机制,在连云港海州湾钻探采集了4个钻孔的粘性土柱,采用压榨法采集孔隙水,测定了孔隙水化学‒同位素组分,建立了二维剖面孔隙水全新世以来的溶质运移数值模型.由陆向海孔隙水的总溶解固体由0.9增加到41.4 g/L,垂向上浅层高、深层低.孔隙水Cl/Br比为170~533(均值267),87Sr/86Sr比值为0.709 3~0.711 6,Cl与δ18O呈正相关关系,表明孔隙咸水为海相成因,同时还受到硅酸盐矿物风化和阳离子交换作用影响.全新世弱透水层孔隙水为10~5 ka BP海侵时期的古海水,向下入渗造成更新世孔隙水咸化.4 ka BP海退后,孔隙水接受淡水补给,但古海水并未被完全驱替.近海岸处孔隙水受持续蒸发影响而形成盐水.数值模拟表明海侵‒海退事件是控制弱透水层孔隙水盐分演变的主要因素,海侵时海水以“指状”模式向下入侵,造成了咸淡水的不均匀分布.

       

    • 图  1  研究区钻孔分布

      地下水样品参考自岳冬冬和苏小四(2016)

      Fig.  1.  Location of the studied boreholes

      图  2  钻孔H1~H4典型地质剖面

      剖面线见图 1

      Fig.  2.  Geological section from borehole H1 to H4

      图  3  弱透水层孔隙水主要离子与氢氧同位素垂向剖面

      Fig.  3.  Profiles of chemical components and stable isotopes in aquitard porewater

      图  4  弱透水层孔隙水Cl vs. Br (a)、Cl vs. Cl/Br (b)

      Fig.  4.  Cl vs. Br (a)、Cl vs. Cl/Br (b) of aquitard porewater

      图  5  H4钻孔沉积物TOC与Br关系(a)、TOC与Cl/Br垂向变化(b)

      Fig.  5.  The relationship between TOC in H4 sediment and Br in porewater (a)、profiles of TOC and Cl/Br ratios (b)

      图  6  弱透水层孔隙水δ2H vs. δ18O (a)、Cl vs. δ18O (b)

      Fig.  6.  δ2H vs. δ18O (a)、Cl vs. δ18O (b) of aquitard porewater

      图  7  弱透水层孔隙水Na+与Cl(a)、Na/Cl与Cl(b)、Ca2+与Cl(c)、Mg2+与Cl(d)、SO42‒与Cl(e)、Ca+Mg‒HCO3‒SO4与Na+K‒Cl(f)关系

      Fig.  7.  The relationship of Na+ vs. Cl (a)、Na/Cl vs. Cl (b)、Ca2+ vs. Cl (c)、Mg2+ vs. Cl (d)、SO42‒ vs. Cl (e)、Ca+Mg‒HCO3‒SO4 vs. Na+K‒Cl(f)in aquitard porewater

      图  8  弱透水层孔隙水Sr2+与Cl (a)、87Sr/86Sr与Sr2+ (b)关系

      Fig.  8.  The relationship between Sr2+ and Cl (a)、87Sr/86Sr and Sr2+ (b) in aquitard porewater

      图  9  全新世以来海州湾典型剖面模拟与实测的Cl浓度(mg/L)

      a~f. 距今10~5 ka时的Cl分布(海水淹没本区,孔隙水咸化);g~i. 距今4~2 ka时的Cl分布(海退时期孔隙水淡化);j. 模拟的现今Cl与实测结果(1 ka时近海岸形成蒸发海水);k. 子模型a运移1 ka时的浓度分布

      Fig.  9.  The measured and simulated Cl concentration (mg/L) in the typical section of Haizhou bay since Holocene

      表  1  模型的参数与边界条件

      Table  1.   Parameters and boundary conditions in the model

      岩性 渗透系数
      K(m/d)
      扩散系数
      De(m2/s)
      运移时间 边界条件
      亚粘土
      (局部夹粉细砂)
      0.42 2.0×10‒10 海侵时期10~5 ka 上边界:海水淹没部分,C$ {}_{{}^{\mathrm{C}{\mathrm{l}}^{-}}} $=19 000 mg/L;陆相部分:开放边界;
      粘土(局部夹粉细砂) 0.08 2.0×10‒10 海退时期4~1 ka 泄湖区:C$ {}_{{}^{\mathrm{C}{\mathrm{l}}^{-}}} $=25 000 mg/L
      下边界:无通量边界
      粉细砂 0.86 1.0×10‒9 1 ka BP,近岸形成泻湖 左边界:流入边界,C$ {}_{{}^{\mathrm{C}{\mathrm{l}}^{-}}} $=100 mg/L右边界:流出边界
      下载: 导出CSV
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