黔北务正道地区铝土矿形成环境的古盐度识别

通过对黔北务川—正安—道真铝土矿中的B、Sr、Ba、V、Zr及其生物标志化合物的分析,对务正道地区铝土矿沉积环境的古盐度进行了研究。结果表明,铝土矿的沉积受到海洋环境的影响,主要形成于半咸水-淡水环境中。沉积环境为半封闭海湾,海侵使成矿区低盐度水体变为半咸水或咸水,随后陆地淡水输入等淡化作用将半咸水或咸水淡化,淡化的程度与范围取决于淡化时间的长短,经淡化后的水体在下一轮海侵中再次被咸化,水体的古盐度随海平面升降在淡水-咸水之间循环。     

山东省咸水资源开发利用与治理措施研究

依据大量实际资料,分析了山东省咸水分布特征和开发利用现状,介绍了山东省在咸水改造和利用方面的成功经验和措施,主要包括咸水淡化、上粮下渔、暗管排盐、种植耐盐作物、咸水养殖和混合灌溉等.     

旱涝碱咸综合治理与生态环境良性循环

华北平原东部淡水资源短缺,旱涝碱成灾害限制了农业生产的可持续发展.海河的治理,解决了排洪排涝排成出路.春季开发利用地下水包括微咸水和半咸水抗旱灌溉.夏季利用伏雨洗盐排成,增大降雨入渗,减少径流流失,防治渍涝灾害,把降雨转化为地下水资源.秋冬引蓄河水,回灌地下水补源.以土壤与潜水的地层空间作为调节大气降水、土壤水、地下水、地表水的地下水库,以调控地下水埋深在临界动态为指标,最大限度地把时空分布不均的天然降雨转化为可持续利用的水资源.地表水地下水联合运用,促使水资源采补平衡,降雨灌溉淋洗脱盐强于干旱蒸发积盐过程,地下水淡化强于矿化过程.实现旱涝碱成综合治理,水土资源可持续利用,经济社会可持续发展,生态环境良性循环.     

早涝碱咸综合治理与生态环境良性循环

华北平原东部淡水资源短缺，旱涝碱成灾害限制了农业生产的可持续发展。海河的治理，解决了排洪排涝排咸出路。春季开发利用地下水包括微咸水和半咸水抗旱灌溉。夏季利用伏雨洗盐排咸，增大降雨入渗，减少径流流失，防治渍涝灾害，把降雨转化为地下水资源。秋冬引蓄河水，回灌地下水补源。以土壤与潜水的地层空间作为调节大气降水、土壤水、地下水、地表水的地下水库，以调控地下水埋深在临界动态为指标，最大限度地把时空分布不均的天然降雨转化为可持续利用的水资源。地表水地下水联合运用，促使水资源采补平衡，降雨灌溉淋洗脱盐强于干旱蒸发积盐过程，地下水淡化强于矿化过程。实现旱涝碱咸综合治理，水土资源可持续利用，经济社会可持续发展，生态环境良性循环。     

新围涂区土壤脱盐与地下水淡化预测分析

以浙江玉环县漩门二期水库蓄淡工程背景,从土壤盐分统计预报的基本方法——数理统计法出发来预测涂区土壤的脱盐速度,建立了对数函数数学模型并进行了模型的检验与讨论,得出适用于该滩涂湿地涂区的土壤脱盐量公式并进行了预测计算。在此基础上,采用相类似的对数函数拟合的方法对涂区土壤浅层地下水淡化速度进行了预测分析。     

下辽河平原南部明化镇组含水层咸水体运移规律

本文针对辽河油田明化镇组含水层中上部赋存的咸水体在区域上的分布、平面和垂向的运移特征进行研究。依据油井和水井的测井曲线,平面运移特征通过模型进行咸水体边缘质点追踪,以确定不同地段咸水体平面运移速率。垂向运移特征系根据油田勘探开发过程中的钻孔分布特点,通过对各地区,不同时间段钻孔测井资料中咸水体埋深变化比较,确定不同地区咸水体的垂向运移速率。     

充分利用咸水、微咸水改善沧州水环境

沧州水资源严重匮乏,不得不大量超采深层地下水,并由此而带来了地面下沉、机井报废、防汛抗旱能力下降等一系列环境地质问题,在特定的地理条件下,沧州区域内咸水、微咸水较为丰富,本文针对上述现状,探讨利用抽成补淡、咸淡混浇、咸水淡化等技术措施,充分利用咸水、微咸水,节约淡水资源,实现对沧州水环境的修复。     

海湾水库蓄水初期底质与淡水盐分交换的试验研究

在现场调查和钻探的基础上,采集了沐官岛水库库区3种典型底质(粉质粘土、泥质粉沙和中细砂)的原状/扰动土样和地表水样,然后分别采用静水土柱和动水水槽试验测定盐分的时-空变化规律,最后定量计算出不同底质盐分的释放通量,从而为该海湾水库蓄水初期水质的评价和预测提供了科学依据.土柱试验表明,在分子扩散作用下高盐分区主要集中在水-沉积物界面之上7.5 cm的范围内,7.5 cm之上的水体盐分较为均一,底质盐分释放通量按粉质粘土、中细砂、泥质粉沙的顺序递减,盐分释放通量符合负的幂指数形式,而且抽排界面之上高浓度水体对降低水体盐分含量效果显著.根据水槽模拟试验,风的吹拂会影响到界面之上水体盐分的分层,有利于海湾水库中盐分的混合作用.     

开采浅层水增雨水入渗引河水补源实现水资源可持续利用

南皮县淡水资源严重短缺,制约工农业与经济社会的发展.春季开采浅层地下水包括微咸水和半咸水抗旱灌溉,腾出地下含水层空间;汛期增加降雨入渗,减少径流流失,防渍防涝,把时空分布不均的天然降雨转化为地下水资源;秋冬利用河道沟渠引蓄河水补源,淡化地下水质,增加地下水可采量.地上水地下水联合运用,保持水资源采补平衡.实现旱涝碱咸综合治理、水资源可持续利用与经济社会可持续发展.     

内蒙古扎鲁特地区上二叠统林西组古盐度分析

通过对扎鲁特地区陶海营子剖面和鲁D2井泥岩样品中微量、常量元素和黏土矿物的测定,利用Adams和Couch古盐度计算公式及Walker相当硼判定法、锶钡比值法、硼镓比值法、生物标记化合物等方法,综合分析了扎鲁特地区林西组沉积时水体的古盐度特征.结果表明,鲁D2井林西组沉积时为半咸水环境,陶海营子剖面林西组则为淡水环境,扎鲁特地区林西组沉积时期水体环境有一个逐渐淡化的过程,下部为半咸水的湖泊环境,上部逐渐演化为淡水湖泊环境.半咸化的湖水环境为林西组巨厚层烃源岩的发育提供了有利条件.     

引黄水在北大港水库蓄存期水质咸化的研究

依据引黄水在北大港水库蓄存期水质咸化的事实以及传质理论,定性地分析了引黄水水质咸化的主要原因,包括盐碱土传质作用、蒸发浓缩作用以及风的扰动加速传质作用等.在北大港水库旁修建了一个模拟试验水池,进行了现场模拟试验研究.依据水量平衡和氯离子总量平衡的原理,分别定量地计算了传质作用和蒸发浓缩作用对水质咸化影响的比重.结果表明,在模拟水池蓄水后的30 d内,传质作用对水质咸化影响的比重有随时间增加而增长的趋势;30 d后,传质作用对水质咸化影响的比重稳定在80%,蒸发浓缩作用对水质咸化影响的比重稳定在20%,说明导致水质咸化的最主要因素是盐碱土传质作用.     

水位变化条件下海湾水库盐分达标探讨

针对中国北方海湾水库间歇来水、连续取水和沉积物动态释盐的特点,建立水量与盐分耦合的数学模型,以青岛拟建的沐官岛水库为例,探讨水位变化条件下混合型海湾水库库水盐分的影响因素、超标风险与达标条件。模拟结果表明,在水库水位连续降低条件下,毫米量级的日蒸发量对库水盐分的累积效应显著。在不利水文条件下,受沉积物释盐、水分蒸发与人工取水的影响,混合型海湾水库长期存在盐分超标的风险。与水位不变时相反,水位降低时库水盐分浓度随着取水量的增大而升高;因此,当库水盐分存在超标风险时,可以通过减少日取水量实现库水盐分达标。为保障安全供水,在海湾水库设计与运营管理阶段,均需要综合考虑水量-盐分因素进行水库的日取水量调算。     

A multi-media planning model for assessing co-located energy and desalination plants

The co-location of desalination plants with existing or proposed power plants can bring forth economic and ecological advantages in terms of reducing the costs of water intake and reducing fish impingement. However, fossil fuel-based power plants are a source of ozone precursors and the added strain of power needed for the energy intensive desalination process increases these pollutants into the atmosphere. Furthermore, withdrawal from brackish water sources puts a stress on slowly replenishing aquifers. Additionally, the resulting concentrate is highly saline and disposal into ecologically sensitive bays and estuaries may be problematic. Balancing these limitations with the need for freshwater is of great importance for sustainability of water scarce arid and semi-arid regions and also requires a holistic multimedia impact evaluation. Therefore, an integrated system of systems approach is adopted in this study and a decision support system that integrates the flow of water, concentrate and resulting pollutants through two engineered (power plant and desalination plant) as well as three natural systems (coastal bay, aquifer and the atmosphere) is developed to study the co-location of a power plant and a desalination plant near the City of Corpus Christi in South Texas. The objective of the model is to minimize the amount of groundwater extraction and minimize the amount of water extracted from the bay to emphasize water and ecosystem conservation, respectively. These objectives, in turn, are subject to various other constraints including (1) conservation of mass; (2) air quality regulations; (3) salinity regulation policies; (4) groundwater management constraints; (5) water demand requirements; and (6) energy demand constraints. The results indicate that when conservation of the aquifer is weighted more, less water is pulled from the aquifer until later time periods. The salinity of the bay increases and creates a need for a greater amount of power necessary to process the saline water which, in turn, enhances the atmospheric loading of ozone precursors. Therefore, the conservation of groundwater scenario is limited by the air quality standards. Alternatively, when the goal is to conserve the ecological integrity of the bay while meeting freshwater demands, the model is bound by the prescribed drawdown constraint that limits the amount of water that can be extracted from the aquifer. The results from the study indicate that blending saline bay water with brackish groundwater and using cleaner burning fossil fuels that have limited air quality impacts will enhance the performance of the co-located power and desalination operations. The results of the study highlight the need for an integrated multimedia evaluation in assessing the feasibility of desalination in areas with marginal air quality.     

Theis井流注水导致的含水层水平位移与应变

注水问题的含水层位移模型求解的难点在于边界条件的恰当处理。根据Theis定流量抽水与注水水流模型的反对称特性,假定注水位移模型的无限远通量边界与抽水位移模型的无限远通量边界也具有反对称性,从而得到Theis定流量注水的含水层位移模型解答,发现定流量注水与抽水的含水层骨架颗粒位移速度、累计位移量、径向应变及切向应变的解答均互为反号值。注水过程中含水层在径向有两种形变区,依次为膨胀区和挤压区。在膨胀区和挤压区的界限处,径向位移取得最大值。如果假定含水层顶底板不动,注水导致的地层相对位移足以产生水井或油井套管变形和折断破坏。注水时含水层在切向处于恒拉张状态,这可能导致井壁围岩产生径向放射状张裂缝。     

水中自然电场法探测病态水库岩溶渗漏通道———以金鸡河水库一级水电站为例

在岩溶区修建的水库或矿山尾矿库等建筑物,常因库区岩溶地质条件复杂而出现库水或污水渗漏等问题,岩溶渗漏通道勘察中常用的物探方法多布置在库区的大坝、坝肩等库岸陆地一带,未能对库内的库底岩溶塌陷等岩溶渗漏通道直接进行探测与评价,致使探测与治理效果往往不佳。本文以桂北金鸡河水库一级水电站放水涵管旁岩溶渗漏通道探测为例,研究水上自然电场法探测水库岩溶渗漏通道的原理、现场工作方法及探测效果。研究区出露地层主要由泥盆系榴江组（D3l）石灰岩夹白云岩、白云质灰岩,泥盆系东岗岭阶（D2d）白云岩、石灰岩、泥质灰岩组成,隐伏岩溶中等发育。区内一级水电站放水管入水口放水可引起强烈水上自然电位负心区域场,经采用圆周平均法划分水上自然电位区域场与剩余局部异常计算,分离出6个被强烈区域场淹盖了的次级似等轴状或似椭圆状负心水上自然电位剩余局部异常。经潜水员潜水入库内查看,这6个负心剩余局部异常区在库底均有岩溶塌陷或岩溶开口或库底渗漏天窗一一对应,其中,16线46-48号测点附近出现的似等轴状负心剩余局部异常对应的库底岩溶塌陷规模最大,塌陷坑直径约1.8 m,塌陷坑深约2.5 m,其余异常区对应的库底渗漏天窗或岩溶开口规模次之。经库内外水的简易连通实验及工程地质钻探,物探异常查证效果好。水上自然电场法可用于岩溶病态库区水上应急、快速圈定浅层岩溶渗漏通道范围等岩溶地质问题调查。      

An integrated approach to investigate saline water intrusion and to identify the salinity sources in the Central Godavari delta, Andhra Pradesh, India

The Central Godavari delta is located along the Bay of Bengal Coast, Andhra Pradesh, India, and is drained by Pikaleru, Kunavaram and Vasalatippa drains. There is no groundwater pumping for agriculture as wells as for domestic purpose due to the brackish nature of the groundwater at shallow depths. The groundwater table depths vary from 0.8 to 3.4 m and in the Ravva Onshore wells, 4.5 to 13.3 m. Electrical Resistivity Tomography (ERT) surveys were carried out at several locations in the delta to delineate the aquifer geometry and to identify saline water aquifer zones. Groundwater samples collected and analyzed for major ions for assessing the saline water intrusion and to identify the salinity origin in the delta region. The results derived from ERT indicated low resistivity values in the area, which can be attributed to the existence of thick marine clays from ground surface to 12–15 m below ground level near the coast and high resistivity values are due to the presence of coarse sand with freshwater away from the coast. The resistivity values similar to saline water <0.01 Ω m is attributed to the mixing of the saline water along surface water drains. In the Ravva Onshore Terminal low resistivity values indicated up coning of saline water and mixing of saline water from Pikaleru drain. The SO ₄ ^?2 /Cl^?and Na⁺²/Cl^?ratios did not indicate saline water intrusion and the salinity is due to marine palaeosalinity, dilution of marine clays and dissolution of evaporites.     

Evaluation of formation water chemistry and scale prediction: Bakken Shale

Determination of in situ formation water chemistry is an essential component of reservoir management. This paper details the use of thermodynamic computer models to calculate reservoir pH and restore produced water analyses for prediction of scale formation. Bakken produced water samples were restored to formation conditions and calculations of scale formation performed. In situ pH is controlled by feldspar-clay equilibria. Calcite scale is readily formed due to changes in pH during pressure drop from in situ to surface conditions. The formation of anhydrite and halite scale, which has been observed, was predicted only for the most saline samples. In addition, the formation of anhydrite and/or halite may be related to the localized conditions of increased salinity as water is partitioned into the gas phase during production.     

千岛湖配水工程对钱塘江河口盐水入侵影响

杭州市第二水源千岛湖配水工程（简称配水工程）的实施将引起富春江水库下泄流量及过程改变,从而对钱塘江河口盐水入侵产生影响。建立考虑涌潮作用的二维盐度数值模型,在验证钱塘江河口潮位和盐度的基础上,预测配水工程实施对河口盐水入侵距离和重要取水口含氯度超标时间的影响。研究表明:配水工程实施后,上游富春江水库若按现状调度方案,对枯水年影响大,咸水上溯距离增加3.7 km,沿岸取水口的可取水时间缩短0.2~3.6 d,丰、平水年盐水入侵和引水前相当;通过水库的优化调度,可基本消除枯水年引水造成的盐水入侵影响。为减少配水工程实施的盐水入侵影响,采用水库的优化调度模式是必要的。     

Salinity management and water resources development

The interrelationship of salinity management and water management is a factor which is sometimes easily overlooked in the water resources planning, even though it can place a limit on the degree of water resource development within a basin. Costs and control measures of salinity management are considered on a case study of the Colorado River basin where salinity damages are found to be higher than previously estimated. After review of the costs of salinity management, the possible control measures, and research on adaptions in agricultural use of more saline water, it can be concluded that, at very least, the management of water quantity and water quality, especially in arid regions, are closely intertwined.     

Recharging of contaminated aquifer with reclaimed sewage water

About 40% of the water supply of Cairo, Egypt, is drawn from a groundwater reservoir located southeast of the Nile Delta. Several thousand shallow wells supply drinking water to the farmers from the same groundwater reservoir, which is recharged by seepage from Ismailia canal, the irrigation canal network, and other wastewater lagoons in the same areas. Sewage water lagoons were located at the high ground of the area, recharging contaminated water into the aquifer. Since the groundwater in this area is used for drinking purposes, it was decided to treat the sewage water recharging the aquifer for health reasons. In this paper a solution to the problem is presented using an injection well recharging good quality water into the aquifer. A pumping well located at a distance downstream is used to pump the contaminated water out of the aquifer. A three-dimensional solute transport model was developed to study the concentration distribution with remediation time in the contaminated zone.