Investigation of the elevation of saltwater wedge due to subsurface dams     

Qinpeng Chang  Tianyuan Zheng  Youyuan Chen  Xilai Zheng  Marc Walther 《水文研究》2020,34(22):4251-4261

Subsurface dams are rather effective and used for the prevention of saltwater intrusion in coastal regions around the world. We carried out the laboratory experiments to investigate the elevation of saltwater wedge after the construction of subsurface dams. The elevation of saltwater wedge refers to the upward movement of the downstream saltwater wedge because the subsurface dams obstruct the regional groundwater flow and reduce the freshwater discharge. Consequently, the saltwater wedge cannot further extend in the longitudinal direction but rises in the vertical profile resulting in significant downstream aquifer salinization. In order to quantitatively address this issue, field-scale numerical simulations were conducted to explore the influence of various dam heights, distances, and hydraulic gradients on the elevation of saltwater wedge. Our investigation shows that the upward movement of the saltwater wedge and its areal extension in the vertical domain of the downstream aquifer become more severe with a higher dam and performed a great dependence on the freshwater discharge. Furthermore, the increase of the hydraulic gradient and the dam distance from the sea boundary leads to a more pronounced wedge elevation. This phenomenon comes from the variation of the freshwater discharge due to the modification of dam height, location, and hydraulic gradient. Large freshwater discharge can generate greater repulsive force to restrain the elevation of saltwater wedge. These conclusions provide theoretical references for the behaviour of the freshwater–seawater interface after the construction of subsurface dams and help optimize the design strategy to better utilize the coastal groundwater resources.  相似文献   

Influence of a coarse interlayer on seawater intrusion and contaminant migration in coastal aquifers          下载免费PDF全文

Yi Liu  Xiaomin Mao  Jian Chen  D. A. Barry 《水文研究》2014,28(20):5162-5175

Vertical 2D slice laboratory experiments were carried out in homogenous and layered sand tanks to elucidate the effects of a highly permeable (coarse‐grained sand) interlayer on seawater intrusion and transport of contaminants to a coastal sea. Tidal fluctuations produced oscillations in the seawater–freshwater transition zone, fluctuations of the contaminant infiltration rate and a zigzag contaminant plume outline. The seawater wedge became discontinuous at the (vertical) edges of the interlayer because of increased lateral movement of the seawater–freshwater interface within the interlayer. The contaminant plume formed a tail within the interlayer depending on the tidal stage, and similar to the wedge, its movement was accentuated. A simple analytical model that neglected vertical flow reliably predicted steady‐state seawater intrusion into the coastal aquifer. Numerical modeling was used to gain insight into the groundwater hydrodynamics and contaminant migration. The numerical results confirmed the experimental findings, i.e. that a highly permeable interlayer can provide a rapid transit path for contaminants to reach the seaward boundary and that the interlayer amplifies the effects of tidal fluctuations, resulting in wider transition zones for the seawater wedge and contaminant plume. Numerical simulations further showed that, with increasing interlayer hydraulic conductivity, the maximum seawater intrusion distance inside the interlayer increases approximately linearly. For the fixed‐head contaminant injection condition used, the model showed that contaminant infiltration increases approximately logarithmically with increasing interlayer hydraulic conductivity (other factors held fixed). Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

适用于快速远程检测海水中氰化物的方法研究     

姚竞芳  袁涛  敖俊杰  顾佳媛  李佳凡 《海洋科学》2018,42(11):24-28

建立了一种适用于海洋远程快速检测氰化物的检测方法,设计了一体化检测装置,未来可搭载到无人艇上实现自动快速检测。针对最佳检测条件进行了一系列优化,得到最佳检测条件:对于100 mL的待测样品,加入酒石酸固体1.5 g;用1～2滴浓度为150 g/L的碳酸钠溶液浸润苦味酸试纸;加热温度80℃,加热时间10min。在最佳检测条件下,检测检出限达0.3mg/L。该方法实现了适用于海水氰化钠的远程检测,大大提高了检测效率,无需人员进入污染现场,安全性高。可广泛用于海洋危化品泄漏、湖泊污染、现场应急筛选等场合的水体样品快速检测。  相似文献   

淡化浓海水日晒盐田原核微生物多样性分析     

秦乐宁  黄鑫洁  朱大玲  侍亚敏  唐娜  王学魁 《海洋科学》2019,43(5):27-35

海滨日晒盐田具有稳定且独特的生态系统。淡化浓海水排入盐田制盐,对盐田生态系统的稳定及盐田的可持续发展具有一定的影响。本研究分析天津汉沽淡化浓海水日晒盐田不同季节不同盐度盐池原核微生物多样性现状及群落结构变化,以期为评估淡化浓海水对盐田原核微生物群落影响提供理论依据。采用温度梯度凝胶电泳和序列测定等方法,分析不同月份不同盐度盐池中细菌和古菌的多样性与群落结构变化。分别采用香农-威纳指数、加权丰富度指数和均匀度指数分析盐田微生物群落多样性、丰富度和均匀度。结果表明,淡化浓海水和溴后水中均未检测出细菌和古菌。不同月份不同盐度盐池样本中细菌多样性变化不大,优势菌主要为γ-变形菌门(γ-Proteobacteria)中的Spiribacter salinus和Pseudoalteromonassp.;古菌仅出现在盐度最高的Ⅶ号盐池中,优势古菌为广古菌门(Euryarchaeota)的Halogeometricum sp.。天津汉沽淡化浓海水日晒盐田中细菌的多样性和丰富度较低,春夏两季细菌群落结构较为稳定,秋冬季节细菌群落结构变化明显。盐度不同的盐池中细菌群落结构变化较大,随着盐度逐渐升高, Spiribacter salinus逐渐取代Pseudoalteromonas sp.成为占主要地位的优势菌种。  相似文献   

无人直升机搭载大气颗粒物采样装置的前期地面评估     

李杨  马舒庆  贾小芳 《气象与环境科学》2016,39(2):132-136

与搭载气溶胶观测和分析仪器测量相比,利用无人直升机搭载气囊采集高空大气颗粒物是一种经济、便捷和安全的采集方式。为了解无人直升机采样装置的采样效果,选择2014年10月至2015年3月的4次重污染天气过程,由无人直升机搭载气囊采集大气颗粒物,然后利用气溶胶采样器采集气囊内的大气颗粒物样品并计算采样时间,再利用气溶胶采样器采集相同时间段内的地面大气颗粒物(气囊外),并将两者进行对比。结果表明:在稳定的污染天气条件下,采集气囊内的大气颗粒物,与相同时间段内利用气溶胶采样器直接采集气囊外的大气颗粒物相比,两种方式采集到的大气颗粒物质量最大差值29%,最小差值11%,平均为21%;利用无人直升机的大气采样装置采集大气颗粒物对碳气溶胶组分影响很小,气囊内与气囊外OC/TC最大相差2.0%,最小相差0.5%。上述结果表明,无人直升机的大气采样装置有比较好的采集效率,利用气囊这种经济、便捷、安全的方式,搭载在无人机平台上,采集高空大气是一种获取气溶胶垂直廓线的有效方法,有望在未来的气溶胶气候和环境研究中提供宝贵数据。  相似文献   

反渗透海水淡化技术现状和展望     

高从堦  周勇  刘立芬 《海洋技术学报》2016,(1):1-14

反渗透膜技术于20世纪60年代取得突破性进展,促使反渗透海水淡化在近50年间高速发展,淡化产能自20世纪90年代起激增.海水反渗透(SWRO)淡化已成为目前投资最省、成本最低的利用海水制备饮用水的过程.文中主要对海水反渗透淡化的发展状况进行了介绍,如膜和组件的改进,关键设备高压泵和能量回收装置效率的提高,多种工艺过程的不断发展,包括预处理和后处理的新工艺,以及对环境的影响和相应对策等.反渗透技术的发展也推动了其他膜分离技术的进步,并扩展其应用领域.预计在不久的将来,膜技术在海水淡化和水再利用、扩大和保护水资源、循环经济、清洁生产、改造传统产业、节能减排及提高人民生活水平等方面发挥的作用会越来越显著.  相似文献   

中国非常规水资源开发利用进展          下载免费PDF全文

马涛  刘九夫  彭安帮  郑锦涛  王文种  郑皓  邓晰元 《水科学进展》2021,31(6):960-969

非常规水资源开发利用已成为世界各国缓解水资源危机的重要举措之一。为深化对中国非常规水资源开发利用水平和现状的认知,更好地支撑非常规水资源开发利用管理和实践,在对不同类型非常规水资源开发利用实地调研的基础上,重点阐述非常规水资源的术语和内涵,总结非常规水资源的现状开发利用量和开发利用模式,分析非常规水资源开发利用中存在的主要问题,并针对性地提出对策建议。近年来中国加大了对非常规水资源的开发利用力度,非常规水资源开发利用量逐年上升,截至2018年底已达86.4亿m³,但在全国供水总量中的占比尚不足1.5%,开发利用中还存在体制机制不健全、规划设计不到位、工程技术有短板等问题,制约着非常规水资源开发利用的有序发展。非常规水资源开发利用涉及面广,需要社会各界的共同努力,才能迎来非常规水资源开发利用的新局面。  相似文献   

Anticipating the effects of groundwater withdrawal on seawater intrusion and soil settlement in urban coastal areas     

Josep Mas‐Pla  Agustí Rodríguez‐Florit  Manel Zamorano  Carles Roqué  Anna Menció  David Brusi 《水文研究》2013,27(16):2352-2366

Intensive pumping in urban coastal areas is a common threat to water resource quality due to seawater intrusion. In those areas where subsurface water resources are not usually used for human consumption or irrigation, intensive pumping is associated with other activities like the lowering of the water table necessary to support underground structures and building foundations. This activity also increases the likelihood of soil settlement that affects building stability and the corrosion of concrete structures due to groundwater salinity. Under these circumstances, the awareness of a certain municipality (Calonge, NE Spain) of the potential effects of groundwater withdrawal upon foundations has led to an integrated approach to anticipate seawater intrusion related to urban development. Geological mapping and correlation of borehole logs, electrical resistivity tomography, and hydrochemical data provide comprehensive knowledge of the geology and hydrogeology of the area and act as screening tools necessary to discern the influence of hydrological processes in coastal areas. Developing Strack's analytical solution, new comprehensive, dimensionless expressions are herein derived to determine the critical pumping rate necessary to prevent seawater intrusion, as well as to reproduce the evolution of the wedge toe and the water table stagnation point under different withdrawal rates. Furthermore, the Dupuit–Forchheimer well discharge formula allows the estimation of the effects of the water table lowering due to such critical pumping in the surrounding building foundations. Field data from the Calonge coastal plain illustrate this approach and provide assessment criteria for future urban development and planning. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Ground water hydrochemical characteristics:seawater intruded area in eastern and southern coast of Laizhou Bay     

ZHANG Zu-lu  JIANG Lu-guang  YANG Li-yuan  QI Yong-hua 《地理学报》2001,11(3):350-355

Eastern and southern coastal zones of Laizhou Bay are the most representative seawater intruded areas in the world, with two intrusion sources of contemporary seawater and paleobrine. In order to reveal the complicated hydrochemical changing process and the mechanism of fresh groundwater being polluted by saltwater, we conducted long-term observation and hydrochemical analysis at four observing sections of typical salt-fresh water transitional zone. The study indicates that seawater and brine intrusion processes have different hydrochemical features, and that ion exchange and adsorption actions between water and aquifer produce great influence on the intrusion.  相似文献   

含水层中海水入侵的数学模型   总被引：3，自引：1，他引：3       下载免费PDF全文

薛禹群  谢春红 《水科学进展》1992,3(2):81-88

提出了考虑过渡带的适合潜水含水层和承压含水层的海水入侵数学模型,导出了相应的方程和定解条件.经实例验证,模型是合理和可靠的.  相似文献