Estimation of the effective precipitation recharge coefficient in an unconfined aquifer using stochastic analysis     

H. S. Gau  C. W. Liu 《水文研究》2000,14(4):811-830

Effectively managing groundwater relies heavily on estimating the amount of precipitation that may infiltrate the subsurface and supply groundwater. In this study, we present a novel estimation method based on a stochastic approach to evaluate the quantity of precipitation that may recharge groundwater. The precipitation recharge coefficient is also investigated based on an unconfined aquifer with an unbound, infinitely extended boundary condition. Moreover, a spectrum's relationship to the precipitation and groundwater level variation is also derived. The precipitation recharge coefficient can be obtained from the solution of the spectrum equation. Furthermore, sensitivity analysis is performed in order to determine the key variable on the precipitation recharge coefficient. Analysis results indicate that the location of an observation well affects the estimated precipitation recharge coefficient. If the precipitation recharge area is large enough, the precipitation recharge coefficient becomes insensitive to the location of the observation well. The spectrum's relationship between the precipitation recharge and groundwater level variation is also applied when estimating the precipitation recharge coefficient upstream of the Cho‐Shui River alluvial fan. According to those results, the precipitation recharge coefficient is 0·03 and the amount of groundwater recharge from precipitation is 35 million tons of water annually upstream of the Cho‐Shui River alluvial fan. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

Modelling regional effects of artificial groundwater recharge in a multilayer aquifer characterized by perched water tables     

Víctor Gómez-Escalonilla  Javier Heredia  Pedro Martínez-Santos  Julio López-Gutiérrez  África De la Hera-Portillo 《水文研究》2024,38(2):e15085

This paper presents an approach to estimate the effects of a managed recharge experiment in a multilayer aquifer characterized by the presence of perched water tables in the Medina del Campo groundwater body, Douro basin, central Spain. A numerical model was developed to evaluate the effect of artificial recharge on the shallow sector of a regional-scale aquifer and on formerly active wetlands. The model was developed in the Visual MODFLOW Pro v.2011.1 environment in order to represent and analyse the regional impact of this artificial recharge event. Results suggest that the assumption of a single perched system may prove useful in regional contexts where data is limited. From a study site perspective, managed recharge is observed to increase shallow storage along the riverbanks, which is considered valuable for environmental purposes. However, downstream wetlands are unlikely to experience a significant recovery. Furthermore, only a small percentage of artificial recharge is expected to reach the deep regional aquifer. This method can be exported to settings characterized by the presence of perched aquifers and associated groundwater dependent ecosystems.  相似文献   

某地下空间承压含水层抽水试验及成果分析     

吴烨  谢世红 《四川地质学报》2020,40(1):107-111

由于地下水突涌风险,地下空间在施工作业中有必要通过抽水试验确定承压含水层的水文地质参数。依据勘察报告的初步评价,基坑开挖15.5m时,场地内第⑦1层承压含水层有可能产生突涌,为确保工程安全施工,需开挖前进行承压含水层抽水试验,取得场地承压含水层水文地质参数及降水引起的沉降特征,为地下空间设计和施工提供可靠依据。本次布设抽水井、观测井、分层沉降标组、孔隙水压力观测孔及地面沉降观测点,依据抽水试验技术要求获取渗透系数、抽水影响半径等相关水文地质参数。最后,针对工程场地内承压水情况及特点进行分析,提出基坑开挖时的承压水降压建议方案。  相似文献   

河北滦县－滦南县段滦河冲积平原水文地质特征分析     

杨庆洪  左文喆  祝彬 《地质与资源》2020,29(4):374

滦县－滦南县段滦河冲积平原铁矿群司家营铁矿区、马城铁矿区、坎上铁矿区、常裕铁矿、高官营铁矿总储量达几十亿吨,均覆盖有巨厚的第四系含水体,水文地质条件复杂,一直未能开采,成为“大水呆滞金属矿”,被视为开发过程中可能对区域水文地质环境造成较大影响的大水矿区,列为限制开采区,至本世纪初才相继解限投产.通过对司家营铁矿北区、司家营铁矿南区、马城铁矿区、坎上铁矿区、常裕铁矿、高官营铁矿等6处矿山的水文地质条件的分析,论述了滦县－滦南县段滦河冲积平原的水文地质特征.  相似文献   

Modification of the GALDIT framework using statistical and entropy models to assess coastal aquifer vulnerability     

Mojgan Bordbar  Saman Javadi 《水文科学杂志》2019,64(9):1117-1128

Recently, groundwater vulnerability assessment of coastal aquifers using the GALDIT framework has been widely used to investigate the process of groundwater contamination. This study proposes multi-attribute decision-making (MADM) entropy and Wilcoxon non-parametric statistical test methods to improve the vulnerability index of coastal aquifers. The rates and weights of this framework were modified using Wilcoxon non-parametric and entropy methods, respectively, and a combined framework of GALDIT-entropy, Wilcoxon-GALDIT, and Wilcoxon-entropy was obtained. Pearson correlation coefficients between the mentioned vulnerability indices and total-dissolved solids (TDS) of 0.51, 0.66 and 0.75, respectively, were obtained. According to the results, the Wilcoxon-entropy index had the highest correlation with TDS. Generally, it can be concluded that the proposed frameworks provide a more accurate estimation of vulnerability distribution in coastal aquifers.  相似文献   

浅水分潮对海岸潮致地下水波动特征的影响     

楼悦安  宋志尧  孔俊  程晨  徐福敏 《海洋工程》2013,31(6):76-83

基于一维Boussinesq方程,在斜坡海岸边界条件中考虑了半日潮及其浅水分潮的综合作用,应用摄动法得到了方程的二阶解。通过与现场实测资料和数值解的比较,分析了浅水分潮对海岸潮致地下水波动特征的影响。分析结果显示,考虑浅水分潮后,方程数值解能较好地反映实测的潮致地下水波动基本特征;方程各阶摄动解虽与现场实测数据有一定误差,但基本上能反映其波动的趋势性特征。研究结果表明,浅水分潮对海岸潮致地下水波动振幅及其超高值的影响比较显著,也能较好地改善相位上的偏移,因此在对海岸潮致地下水波动特征进行研究分析时,应该考虑浅水分潮的作用。  相似文献   

Morphometry and distribution of isolated caves as a guide for phreatic and confined paleohydrological conditions   总被引：1，自引：0，他引：1  

Amos Frumkin  Itay Fischhendler 《Geomorphology》2005,67(3-4):457-471

Isolated caves are a special cave type common in most karst terrains, formed by prolonged slow water flow where aggressivity is locally boosted. The morphometry and distribution of isolated caves are used here to reconstruct the paleohydrology of a karstic mountain range. Within a homogenous karstic rock sequence, two main types of isolated caves are distinguished, and each is associated with a special hydrogeologic setting: maze caves form by rising water in the confined zone of the aquifer, under the Mt. Scopus Group (Israel) confinement, while chamber caves are formed in phreatic conditions, apparently by lateral flow mixing with a vadose input from above.  相似文献   

Numerical modeling of water yield of mine in Yangzhuang Iron Mine,Anhui Province of China          下载免费PDF全文

YANG Yun  WU Jian-feng  LIU De-peng 《地下水科学与工程》2015,3(4):352-362

This study develops a three-dimensional heterogeneous numerical model to simulate the water inrush process and predict the water yield for mineral exploration in Yangzhuang Iron Mine in Anhui Province. To identify the hydrogeological parameters of the aquifer in the study area, the model was calibrated and validated using the observed heads through the integrated trial-and-error and automated techniques. Also, the sensitivity analysis of the model was performed to evaluate the uncertainty associated with the calibrated model. According to the mine construction plan at different mining levels of -500 m, -600 m, and -700 m, the calibrated model was then applied to predict the water yields dependent on the different mining levels. As indicated by the prediction results, the numerical simulation model can systematically describe the groundwater system in the mining area and determine the source of water inrush in this iron mine. In conclusion, numerical analyses carried out in this study can provide guidance to decision-makers in balancing the iron ore mining and mine dewatering in the future.  相似文献   

某石化污染场地含水层自然降解BTEX能力评估   总被引：1，自引：0，他引：1  

蔡婧怡  陈宗宇  蔡五田  高宗军  张敏 《现代地质》2015,29(2):383-389

地下水污染问题是国家关注的重要环境问题之一,监测与评估含水层自然降解污染物能力是防治地下水污染的基本手段,也是国外地下水中修复技术研究热点课题。以华北平原某石油化工类场地为案例,通过调查场地水文地质条件、土壤及地下水污染现状,监测场地地下水中苯系物(BTEX)浓度及相关化学参数变化,运用微生物水文地球化学方法和水文地质方法,估算了该场地含水层自然降解苯系物量。这一研究成果为评估我国石油类场地地下水污染的自然修复能力提供了实证和基础数据。  相似文献   

松散承压含水层水文地质参数分区及水流场数值模拟     

陈陆望  何建东  施小平  谢文苹  冯晓青 《现代地质》2015,29(4):967-974

为了揭示华北型煤田松散承压含水层水文地质参数及其对地下水流数值模拟的意义,以安徽淮北煤田宿南矿区祁东煤矿松散层承压第四含水层(简称“四含”)为研究示范,对多个影响因素综合分析,采用层次分析-模糊综合评价法,对研究区四含水文地质参数进行分区,合理确定各分区的水文地质参数,并用于采煤情景下地下水流动态数值模拟。数值模拟结果表明：祁东煤矿2008-2012年浅部煤层开采过程中四含地下水流场没有明显改变,但南北分区水头差逐年增大,地下水流向始终从南向北,而且在井田北部水力梯度逐渐减小,在井田南部水力梯度逐渐增大,南北区以倾角为60°~70°、断距为10~320 m的魏庙断层为分界线,基岩中大倾角与大落差断层的出现是引起上覆松散承压含水层水力梯度异常的根本原因。  相似文献