北京市平原区地下水更新能力变化的动态均衡证据

对北京市地下水更新能力的时空变化进行分析,为地下水资源管理提供依据。用地下水动态均衡法对北京市平原区地下水,尤其是开采层地下水的补给量、更新周期、更新速率和补给速率等参数做了计算,进而对地下水更新能力及其时空变化做评价和分析。研究结果表明：在自然状态下,地下水更新能力总体上自山前至平原区腹地由强变弱,但总体上更新能力较强;含水层接受外来水源补给的边界条件和赋水条件良好,降水量的多寡是影响地下水更新能力的瓶颈因素;2001－2008年的地下水平均补给速率（0.28 m/a）比1981－2000年减少了35.6%,更新能力明显减弱;近些年地下水开采强度连年大于其更新能力,导致与自然状态下相比地下水位埋深平均下降幅度已达19.73 m,含水层中地下水减少量达101×10⁸ m³。以上证据表明,在气候变化和人类活动的双重影响下,北京市未来的地下水资源可持续供水问题十分严峻。     

甘肃西部平原区地下水同位素特征及更新性

大量同位素资料研究表明，甘肃西部黑河流域南部平原区地下水补给和更新的特征是，具有非均一性和有限性；潜水较年轻又更新快，承压水较老又更新慢；东部地下水更新较快，西部更新较慢；祁连山前戈壁带地下水更新较快，细土平原更新较慢；近河道带地下水更新速率大，远离河道则小。上述特征与出山地表径流量及其补给源属性密切相关。因此，结合地下水更新特征，充分利用祁连山前戈壁带较强的入渗条件和调蓄功能，与地表水联合优化调控，有利于该区水资源可持续利用。     

黑河流域地下水同位素年龄及可更新能力研究

通过对黑河流域地下水的放射性同位素如氚(T)和¹⁴C的测定, 对该流域浅层和深层地下水的年龄以及其更新速率进行了估算. 结果表明: 整体上看, 从黑河流域的上游、中游至下游, 浅层和深层地下水年龄逐渐增加, 地下水更新速率也逐渐增大. 其中, 黑河上游浅层和深层地下水平均更新速率分别为1.96%·a^-1和1.76%·a^-1, 可更新能力最强; 中游浅层和深层地下水平均更新速率为1.25%·a^-1和0.68%·a^-1, 可更新能力次之; 下游浅层和深层地下水平均更新速率分别为0.74%·a^-1和0.18%·a^-1, 可更新能力最差. 黑河流域不同地带地下水由于循环条件的不同, 浅层和深层地下水年龄存在较大的差异. 其中, 中游山前平原补给条件较好, 浅层和深层地下水年龄较小; 中、下游远离河道地区浅层和深层地下水补给条件差, 显示了更老的年龄. 黑河流域埋深40 m以上的浅层地下水平均更新速率(1.13%·a^-1)高于埋深40~100 m之间的中层地下水(0.65%·a^-1)以及埋深100 m以下深层地下水(0.55%·a^-1). 因此, 在黑河流域地下水开发过程中要合理开发浅层地下水, 适当缩减开发深层地下水.     

黑河流域民乐山前隐伏构造带地下水补给与更新

第四系地下水是民乐山前地区居民清洁饮水的重要水源,而复杂的隐伏构造对区内地下水的运移和更新具有重要的控制作用。本文应用环境同位素技术,深入讨论了该区地下水的补给、更新能力以及隐伏构造对地下水更新的影响。结果表明:(1)民乐山前第四系地下水的补给来源包括出山河水渗漏和当地降水入渗,二者对地下水补给的贡献分别为89%和11%;(2)地下水更新能力由山前向下游变差,山前一带地下水更新周期在20～30年之间,下游的六坝北部一带地下水更新周期大于50年;(3)隐伏构造具有明显的阻水作用,导致地下水径流速度减缓。     

基于氚同位素的安阳河中下游流域地下水更新能力研究

利用水中氚值与地下水年龄分布特征和多年平均更新速率,分析安阳河中下游流域地下水更新能力。应用MGMTP重建研究区1953—2016年大气降水氚值,应用集中参数模型(LPMs)计算地下水年龄,采用Le Gal La Shalle等提出的方法估算潜水与泉水多年平均更新速率。研究结果表明:(1)潜水与泉水由近20多年来大气降水补给。潜水样点受局部水文地质条件控制,补给径流条件差异明显。(2)小南海泉平均滞留时间23 a,多年平均更新速率3.6%,水量呈不断衰减趋势。(3)安阳河冲洪积扇扇后缘为补给区,受地表水渗漏与大气降水入渗补给,更新能力较强。扇中部至京港澳高速路地带为现代地下水,年龄40~60 a。扇前缘为现代与次现代地下水的混合水,年龄大于60 a,更新能力较弱。(4)剥蚀岗丘与冲洪积平原深层承压水为较老地下水,更新能力极弱。因此,对小南海泉域的保护需要加强,并在短时期内能取得明显成效。受南水北调中线水源补给及限量地下水开采影响,安阳市区地下水降落漏斗大幅度缩减。     

鄂尔多斯白垩系地下水盆地中深层地下水可更新速率

为了缓解鄂尔多斯能源基地的供水压力和为当地水资源评价、地下水合理开发利用提供依据,研究该区主要供水水源地的白垩系盆地地下水可更新能力。地下水中溶解无机碳的动力行为可以近似认为与地下水相同,因此,地下水系统中¹⁴C的输入、输出浓度可以提供地下水系统可更新能力的重要信息。利用鄂尔多斯白垩系地下水盆地中、深层地下水¹⁴C数据,以地下水更新速率为指标,通过同位素数学物理模型定量评价了盆地中、深层地下水的可更新能力。结果表明：研究区地下水可更新能力随埋藏深度的增大而减弱,中层地下水更新速率多为0.1%/a~1%/a,可更新能力较强;深层地下水更新速率绝大多数都小于0.1%/a,可更新能力较弱;盆地北区地下水可更新能力整体高于盆地南区。     

黑河流域地下水同位素特征及其对古气候变化的响应

通过环境同位素及其Tamers、IAEA模型应用研究表明,黑河流域平原区地下水补给及更新与古气候变化密切相关,8000~5000a BP、3500~2500a BP和近1000年以来的多雨期是主要补给期;潜水较年轻又更新快,承压水较老又更新慢;东部地下水更新较快,西部更新较慢;祁连山前戈壁带地下水更新较快,细土平原更新较慢;近河道带地下水更新速率大,远离河道则小。东部以山区降水通过出山地表径流补给为主,西部冰川雪融水和山区基岩裂隙水是主要补给源。因此,遵循地下水补给与更新的自然规律,与地表水联合优化调控,有利于该区地下水可持续利用及下游区生态环境保护。     

北京市平原区地下水循环特征的同位素研究

同位素技术是研究区域地下水循环规律的主要手段之一。本文对平原区地下水进行了取样分析,运用同位素技术并结合水文地质条件,研究了北京市平原区地下水循环演化规律。运用^3H和^14C的测年技术确定了地下水年龄;利用D和18^O关系曲线探讨了地下水的起源;按照是否积极参加了现代水循环的原则将第四系地下水划分为浅层水和深层水;对浅层水和深层水的更新状况进行了研究。研究表明,浅层水广泛分布于北京平原区,径流条件好,更新快;深层水主要分布于永定河、潮白河冲洪积扇下部及冲洪积平原的深部地区,补给条件相对差,与现代大气降水联系弱,径流条件差,更新慢。     

基于同位素技术的珲春盆地浅层地下水可更新能力研究

利用~3H的示踪作用对珲春盆地浅层地下水更新速率进行计算,为该地区制定地下水开发利用模式和水资源环境承载力研究提供科学依据。结果表明:总体上,珲春盆地大部分地区浅层地下水更新速率大于8%/a,可更新能力较强。珲春盆地东北部平安村、新华村、马新村和东部的红星村、电线村、东兴村等山前地区以及八一村、八二村等地浅层地下水更新速率大于10%/a,可更新能力较强;七户洞村、八棵树村、永丰村、立新村、新农村、柳亭村等地浅层地下水更新速率为8%/a~10%/a,可更新能力减弱;八家子村、西崴子村、孟岭村等珲春河下游地区浅层地下水更新速率小于8%/a,可更新能力最弱。更新速率为大于10%/a、8%/a~10%/a、小于8%/a的地下水分布面积占珲春盆地总面积的比例分别为67%、26%、7%。     

包头平原地下水水循环模式及其可更新能力的同位素研究

同位素研究表明,包头平原中山前倾斜平原和黄河冲积平原区地下水具有不同的水循环模式。山前倾斜平原中,潜水的补给来源为当地雨水的补给,具有大型冲洪积扇典型的水文地球化学分带特点;承压水来源于补给高程较大的基岩裂隙水,主要通过山前断裂侧向补给。在地下水位漏斗区中,承压水δ^18和^3H浓度较高的现象反映有潜水向承压水的越流补给。黄河冲积平原中,黄河灌溉水入渗补给是该地区潜水的重要来源。相比于承压水,山前平原潜水的更新时间较短,循环速度较快,潜水的更新能力明显大于深层承压水。     

Use of hydrogeochemistry and environmental isotopes for evaluation of groundwater in Qingshuihe Basin,northwestern China

Hydrogeochemistry and environmental isotope data were utilized to understand origin, geochemical evolution, hydraulic interconnection, and renewability of groundwater in Qingshuihe Basin, northwestern China. There are four types of groundwater: (1) shallow groundwater in the mountain front pluvial fans, originating from recent recharge by precipitation, (2) deep paleo-groundwater of the lower alluvial plains, which was formed long ago, (3) shallow groundwater in the lower alluvial plains, which has undergone evaporation during the recharge process, and (4) mixed groundwater (shallow and deep groundwater in the plain). The main water types are Na–HCO₃, which dominates type (1), and Na–SO₄, which dominates types (2) and (3). Geochemical evolution in the upper pluvial fans is mainly the result of CO₂ gas dissolution, silicates weathering and cation exchange; in the lower alluvial plains, it is related to mineral dissolution. The evaporative enrichment only produces significant salinity increases in the shallow groundwater of the lower alluvial plains. Shallow groundwater age in the upper plain is 10 years or so, showing a strong renewability. Deep groundwater ages in the lower plain are more than 200 years, showing poor renewability. In the exploitation areas, the renewability of groundwater evidently increases and the circulation period is 70–100 years.     

Groundwater recharge rates for regional groundwater modelling: a case study using GROWA in the Lower Rhine lignite mining area, Germany

Groundwater recharge rates calculated with the GROWA model have been applied as the recharge boundary condition for the regional groundwater model Rurscholle. This model simulates groundwater dynamics in the Pleistocene aquifers of the Lower Rhine lignite mining area (Germany). GROWA uses an area-differentiated approach to calculate recharge rates depending on runoff-relevant site characteristics, which are represented by a set of baseflow indices. The regional accuracy of the coupled groundwater and GROWA models has been checked using groundwater hydrographs as validation criteria. The results suggest that the current (unadjusted) version of GROWA underestimates the regional groundwater recharge rate by 10–20 mm/yr. The comparative analysis identified areas where recharge calculations could be improved by adjusting the baseflow indices for areas where runoff is dominated by slope, low water-logging and a low degree of sealing. Using the adjusted set of baseflow indices, the mean groundwater recharge rate of the Rurscholle region was modelled as approx. 170 mm/yr. This study highlights the benefit of using a coupled approach and being able to independently calibrate and validate groundwater recharge boundary conditions in regional groundwater models.     

银川平原承压水氢氧同位素组成与~(14)C年龄分布特征

利用地下水氢氧同位素(2H、3H和18O)和碳同位素(14C)方法,分析银川平原承压水的补给更新能力。在平原区采集承压水氢、氧、碳同位素样品45组,测试其氢氧同位素含量和14C年龄。据测试结果分析,地下水氢、氧、碳环境同位素分布特征存在较好的一致性,揭示了该区承压水的补给、流动的区域规律和局部变化特征。地下水14C测年结果显示,承压水年龄大多介于3000~22290 a之间,同时采用Tamers和Gonfiantinie模型对14C年龄校正进行了对比分析。沿同位素水文地质剖面计算得出:银川以北贺兰山前向平原中部地下水的流动速率为2.22~0.63 m/a,呈现由南向北递减的特征;从青铜峡冲洪积区向平原中部地下水由每年流动十余米减少至2 m。综合分析认为,银川平原承压水流动缓慢,水交替循环时间长,局部与潜水水力联系较密切,在承压水开采区,潜水越流补给量可达45%,适量开采存在一定程度的可更新性。     

人工回灌对地下水年龄分布规律的影响

地下水可更新能力是评价地下水开发可持续性的关键指标,可更新能力可以用地下水年龄来定量表达。在人类活动影响下,地下水的实际更新状况已与自然条件下截然不同。基于台兰河流域地下水库建设和人工回灌工作现状,通过物理试验和数值模拟相结合的方法分别研究了入渗池位置,回灌强度和包气带厚度对地下水年龄分布规律的影响。结果表明:人工回灌使地下水年龄整体变年轻;入渗池位置和回灌强度的改变对地下水年龄分布的影响显著;包气带厚度的增大使回灌水滞留时间延长,导致地下水年龄增大,该研究可为合理评价区域地下水可更新能力提供技术指导。     

同位素水化学指示的新疆孔雀河流域地下水与地表水关系

地下水是孔雀河流域农业灌溉的主要水源之一,其对本地区经济发展的支撑作用日益增强.为实现孔雀河流域水资源合理开发和生态保护,采用环境同位素和水化学方法,研究了孔雀河流域地下水与地表水关系.结果表明:地下水的主要补给来源为河水.含水层成因类型和现代河道分布共同控制着孔雀河流域地下咸淡水的空间分布格局;氢氧稳定同位素对不同水...     

Use of chloride mass balance and tritium data for estimation of groundwater recharge and renewal rate in an unconfined aquifer from North Africa: a case study from Tunisia

The scarcity of surface water resources in arid and semi-arid regions from North African countries contributes to the considerable increase of groundwater exploitation, which leads to the development of hydrogeological studies. However, due to the lack of hydrodynamic data in these regions, these studies focus more and more on the geochemical and environmental isotope techniques to insure a better understanding of the hydrodynamic functioning of subsurface systems. In this study, which interests an important unconfined aquifer in central Tunisia, tritium data and chloride mass balance (CMB) method were applied in order to (1) understand the mode of recharge of this aquifer and (2) obtain a reliable estimation of its recharge amount as well as (3) estimate its annual renewal rate. It has been demonstrated that the shallow groundwaters are classified into two groups according to their tritium contents. The first group includes wells located mainly downstream and highlights the significant role of the post-nuclear lineal recharge through Wadis courses. The second group encloses wells located practically overall the rest of the basin and refers to relatively modern waters originated from areal recharge of present-day rainfall. Based on the CMB method, the recharge to this unconfined aquifer is estimated to 31.7 mm year⁻¹, which corresponds to 10.5% of the total rainfall. The annual renewal rate of groundwater, evaluated based on the tritium contents, is up to 16%.     

Comparing groundwater recharge and base flow in the Bukmoongol small-forested watershed,Korea

Groundwater recharge and base flow using different investigated methods are simulated in the 15-ha Bukmoongol small-forested watershed located at the southern part of Korea. The WHAT system, PART, RORA, PULSE, BFI, and RAP software are used to estimate groundwater recharge or base flow and base flow index from the measured streamflow. Results show that about 15–31 per cent of annual rainfall might be contributed for base flow. The watershed groundwater recharge proportions are computed to about 10–21 per cent during the wet period and 23–32 per cent for the remainder periods. Mean annual base flow indices vary from 0.25 to 0.76 estimated using different methods. However, the study found out that all methods were significantly correlated with each other. The similarity of various methods is expressed as a weighted relationship provided by the matrix product from the principal component analysis. Overall, the BFI and WHAT software appeared consistent in estimating recharge or base flow, and base flow index under Korea’s conditions. The case study recommends the application of different models to other watersheds as well as in low-lying areas where most observation groundwater wells are located with available streamflow data.