边界补给量计算方法在宋桥井田的应用研究     

杨德善 《中国煤炭地质》2009,(9):38-40

利用宋桥井田奥灰群孔抽水试验资料,根据补（隔）水边界水位曲线的特征,采用半对数直线图解法,将井田F2-9断层定性为补给边界。为了解补给边界的补给量,选用边界补给量计算方法．计算出了边界补给量占孔流量的65％,从而较客观地确定了井田水文地质条件类型。  相似文献   

利用城市雨水回灌地下水防治地面沉降技术方法探讨   总被引：1，自引：1，他引：0  

邹旭华 《上海国土资源》2009,(2):27-29

阐述城市化快速发展日益突显的城市雨水问题与地下水超采引起地面沉降危害,在对城市雨水收集处理进行水质分析基础上,探讨城市雨水直接回灌浅层含水层在地面沉降防治中的利用潜力和意义.  相似文献   

反滤回灌井的结构设计理论和方法   总被引：1，自引：0，他引：1  

李旺林 《地下水》2009,31(1):126-129

反滤回灌井是地下水库中一种有效的回灌设施,它由回灌井和回灌池组成,回灌池位于井口、具有反滤功能。介绍了反滤回灌井单井回灌量的计算方法,提出反滤回灌井结构设计的原则和方法。回灌池反滤结构应有两层,上部反滤层应能过滤回灌水中的杂质,选择较细的砂粒;下部反滤层应能防止上层反滤料通过井盖的孔口落入井内,选择较粗的砾类。从过流能力和水流流态的角度。对回灌池的外型进行了优化,探讨了回灌池池口和池底横截面面积的比例,提出应选择抛物线型竖向剖面,同时介绍了回灌池防淤和抗冲设计的方法。  相似文献   

东营市中心城区地热田地热回灌可行性分析     

张新文  ;胡彩萍  ;胡松涛  ;张学斌 《山东地质》2009,(8):17-20

利用东营市中心城区鲁班公寓的地热生产井,对新近纪馆陶组和古近纪东营组热储层进行了自然压力条件下的异层和同层回灌试验。结果表明,回灌量与水头升高呈正相关关系,单位回灌量与水头升高呈负相关关系,馆陶组东热2井回灌能力为东营组东热。井的3倍左右。通过对该地热田热储地质条件、回灌能力及地热水开采潜力的分析,认为目前条件下东营城区还不适宜全面推行地热回灌。  相似文献   

利用环境示踪剂估算滹沱河冲洪积扇地下水天然补给   总被引：1，自引：0，他引：1  

刘君  陈宗宇  张兆吉  费宇红  张凤娥  陈京生  王昭 《地质科技情报》2009,28(6)

包气带是降水补给地下水的一个主要环节,是了解补给变化的地质信息载体。以滹沱河冲洪积扇河北省正定试验场包气带剖面为研究对象,利用环境示踪剂(氚和氯)方法,估算了该区地下水近三十多年来的天然补给强度。研究结果表明:近30年来天然降水平均补给强度约为0.089m/a,在天然条件下该区降水垂直运移速度约为0.6m/a,其变化趋势主要受降水量变化影响,并表现出一定的滞后性。  相似文献   

Influence of precipitation and deep saline groundwater on the hydrological systems of Mediterranean coastal plains: a general overview     

V. Re  G. M. Zuppi 《水文科学杂志》2013,58(6):966-980

Abstract

The increasing water demand is a concern affecting many regions in the Mediterranean Basin. To overcome this situation rim countries resorted during the last decades to a massive mobilization of their water resources, often resulting in excessive water exploitation. In such a context, understanding the effects of present recharge and aquifer salinization is crucial for correct water management. Understanding the present hydrogeological situation of coastal plains requires the knowledge of both their past morphologic conditions and their recent geological evolution. Within this framework, this paper presents a review of water related problems in the Mediterranean Basin. It suggests a conceptual model for groundwater resources in Mediterranean coastal plains, deriving from the present and past recharge processes. Special attention is paid to providing a better understanding of climate change impacts on water quantity and quality, and conservation of ecological diversity.

Citation Re, V. & Zuppi, G. M. (2011) Influence of precipitation and deep saline groundwater on the hydrological systems of Mediterranean coastal plains: a general overview. Hydrol. Sci. J. 56(6), 966–980.  相似文献   

Groundwater and surface water interactions in an alluvial plain, Tuul River Basin, Ulaanbaatar, Mongolia     

Maki Tsujimur  Koichi Ike  Tadashi Tanak  Lunten Janchivdorj  BadamgaravErdenchimeg  Damdinbazar Unurjargal  Ramasamy Jayakumar 《寒旱区科学》2013,5(1):0126-0132

Drinking water supplies in Ulaanbaatar, the capital of Mongolia, are completely dependent on groundwater sourced from pumping wells located in an alluvial plain of the Tuul River which flows through Ulaanbaatar. The interaction between groundwater in the alluvial plain and river surface water was investigated using a hydrological and multi-tracers approach. The observed groundwater contour map clearly shows that the Tuul River recharges the floodplain groundwater and groundwater flows from east to west. The similarity of chemical and stable isotopic compositions suggests that groundwater is mainly recharged by Tuul River water in the vicinity of the river. In addition, considering groundwater contours and chemical composition, groundwater in the northern and southern mountain sides contribute to floodplain groundwater. Stable isotopic information suggests that winter season precipitation also contributes to the groundwater, because groundwater in a specific region has a considerably lower isotopic ratio. Using the End Member Mixing Analysis applying oxygen-18, SiO₂ and HCO₃ ^- as tracers, the contribution ratios of the Tuul River, groundwater in the northern and southern mountain regions, and winter season precipitation to floodplain groundwater are estimated to be 58% to 85%, 1% to 54%, 0% to 16%, and 0% to 12%, respectively.  相似文献   

Lake Area Changes and the main causes in the hinterland of Badain Jaran Desert during 1973–2010, China     

ZhenYu Zhang  NaiAng Wang  Ning M  Yue Wu 《寒旱区科学》2013,5(1):0022-0029

Lake area information in the Badain Jaran Desert in 1973, 1990, 2000, and 2010 was obtained by visual interpretation and water index analysis of remote sensing images, based on the spatial and temporal characteristics of lake area changes during 37 years. Results indicated that the number of lakes declined from 94 to 82 and the total surface area was reduced by 3.69 km² during 1973–2010. The desert lake area reduced by different degrees in different periods, but this occurred most rapidly during 1973–1990. According to the statistics of lake area changes, lake area decreases mainly occurred in the lakes with areas less than 0.2 km², while the areas of lakes greater than 0.9 km² only fluctuated. The changes of lake areas were probably due to changes in the quantity of underground water supplies rather than the effects of local climate change or human factors.  相似文献   

Cost-efficient management of coastal aquifers via recharge with treated wastewater and desalination of brackish groundwater: application to the Akrotiri basin and aquifer,Cyprus     

A. D. Koussis  E. Georgopoulou  A. Kotronarou  K. Mazi  P. Restrepo  G. Destouni 《水文科学杂志》2013,58(7):1234-1245

Abstract

We investigate the general methodology for an intensive development of coastal aquifers, described in a companion paper, through its application to the management of the Akrotiri aquifer, Cyprus. The Zakaki area of that aquifer, adjacent to Lemessos City, is managed such that it permits a fixed annual agricultural water demand to be met, as well as and a fraction of the water demand of Lemessos, which varies according to available surface water. Effluents of the Lemessos wastewater treatment plant are injected into the aquifer to counteract the seawater intrusion resulting from the increased pumping. The locations of pumping and injection wells are optimized based on least-cost, subject to meeting the demand. This strategy controls sea intrusion so effectively that desalting of only small volumes of slightly brackish groundwater is required over short times, while ～2.3 m³ of groundwater is produced for each 1 m³ of injected treated wastewater. The cost over the 20-year period 2000–2020 of operation is ～40 M€ and the unit production cost of potable water is under 0.2 €/m³. The comparison between the deterministic and stochastic analyses of the groundwater dynamics indicates the former as conservative, i.e. yielding higher groundwater salinity at the well. The Akrotiri case study shows that the proposed aquifer management scheme yields solutions that are preferable to the widely promoted seawater desalination, also considering the revenues from using the treated wastewater for irrigation.

Citation Koussis, A. D., Georgopoulou, E., Kotronarou, A., Mazi, K., Restrepo, P., Destouni, G., Prieto, C., Rodriguez, J. J., Rodriguez-Mirasol, J., Cordero, T., Ioannou, C., Georgiou, A., Schwartz, J. & Zacharias, I. (2010) Cost-efficient management of coastal aquifers via recharge with treated wastewater and desalination of brackish groundwater: application to the Akrotiri basin and aquifer, Cyprus. Hydrol. Sci. J. 55(7), 1234–1245.  相似文献   

Temporal dynamics of soil water balance components in a karst range in southeastern Spain: estimation of potential recharge     

Yolanda Cantón  Luis Villagarcía  María José Moro  Penelope Serrano-Ortíz  Ana Were  Francisco Javier Alcalá 《水文科学杂志》2013,58(5):737-753

Abstract

This paper analyses the temporal dynamics of soil water balance components in a representative recharge area of the Sierra de Gádor (Almeria, southeastern Spain) in two hydrological years. Two approaches are used to estimate daily potential recharge (PR): Approach 1 based on deriving PR from the water balance as the difference between measurements of rainfall (P) and actual evapotranspiration (E) obtained by eddy covariance; and Approach 2 with PR obtained from the dynamic pattern of the soil moisture (θ) recorded at two depths in the site's thin soil (average 0.35 m thickess). For the hydrological year 2003/04, which was slightly drier than the 30-year average, E accounted for 64% of rainfall and occurred mainly in late spring and early summer. The PR estimated by Approach 1 was 181 ± 18 mm year^-1 (36% of rainfall), suggesting an effective groundwater recharge in the study area. In the unusually dry hydrological year 2004/05, E was about 215 mm year^-1, close to the annual rainfall input, and allowing very little (8 ± 12 mm year^-1) PR according to Approach 1. Estimation of PR based on Approach 2 resulted in PR rates lower than those found by Approach 1, because Approach 2 does not take into account the recharge that occurs through preferential flow pathways (cracks, joints and fissures) which were not monitored with the θ probes. Moreover, using Approach 2, the PR estimates differed widely depending on the time scale considered: with daily mean θ data, PR estimation was lower, especially in late spring, while θ data at 30 min resolution yielded a more reliable prediction of the fraction of total PR resulting from the downward movement of soil water by gravity.

Citation Cantón, Y., Villagarcía, L., Moro, M. J., Serrano-Ortíz, P., Were, A., Alcalá, F. J., Kowalski, A. S., Solé-Benet, A., Lázaro, R. & Domingo, F. (2010) Temporal dynamics of soil water balance components in a karst range in southeastern Spain: estimation of potential recharge. Hydrol. Sci. J. 55(5), 737–753.  相似文献