共查询到19条相似文献，搜索用时 171 毫秒
1.
根据地下水与河水动态监测数据，利用相关系数方法，推算出黄河水对地下水补给的滞后时间、补给速度以及黄河水位与地下水位之间的最大相关系数，从而得出河水位对地下水位的影响随距离的增大而减小的结论。 相似文献
2.
降水入渗补给地下水滞后时间分析探讨 总被引：5，自引：0，他引：5
利用地中蒸渗计多年资料,对不同岩性、不同埋深的蒸渗计降水入渗补给地下水滞后时间进行了分析。认为不同埋深、不同岩性的降水入渗补给地下水滞后时间随着降水特性、前期含水量的不同,表现为不同的时间段,降水入渗补给地下水滞后时间与地下水埋深符合乘幂关系,并推出了相应的数学模型。 相似文献
3.
降雨入渗补给潜水存在滞后效应.利用HYDRUS程序建立垂直一维非饱和渗流数值模型,模拟了补给过程对脉冲式地面入渗的响应.根据不同潜水面埋深补给强度的变化过程计算补给权重,获得了滞后补给权函数曲线.模拟结果表明权函数曲线具有单峰形式,随潜水面埋深增加,峰值减小,其出现的时间推迟.相对粗颗粒土壤,缅颗粒土壤产生的权函数峰值较小,出现时间更晚.前人提出的滞后补给权函数经验公式能够近似地刻画单峰曲线形态,在包气带介质颗粒较粗、潜水面埋深较小时比较适用,但是对细颗粒土壤和潜水面埋深较大的情况则存在一定的偏差.土壤类型和含水量的垂向分布,都可以通过对包气带渗透性的控制而影响滞后补给过程.可为研究地下水模型处理动态降雨入渗补给及包气带溶质淋滤过程提供参考. 相似文献
4.
试论深层地下水人工补给--SPD人工补给系统 总被引：1，自引：0，他引：1
本文提出了一种新的深层地下水回灌方式——SPD人工补给系统，并通过室内沙槽浑水模拟试验，对该系统和常规的直接井回灌法作了比较。研究结果表明，利用该系统补给深层地下水，具有回灌水质要求低、补给速度快、补给量多、不易淤堵等特点，是深层地下水人工补给的一条有效的新途径。 相似文献
5.
地面水入渗补给地下水具有滞后性。文章介绍了地下水数值模拟中入渗滞后补给的权系数方法,该方法仅有一个参数需要确定。基于均质介质和底面为自由液面的一维土柱的理想模型数值试验,利用不同滞后因子的饱和地下水流模型同饱和-非饱和地下水模型求解的入渗补给量进行对比分析,认为待定参数与地下水位埋深成反比,与介质的饱和渗透系数成正比,通过40组设定的模型试验得到地下水埋深和饱和渗透系数对应的待定系数取值的统计关系式。这些成果为饱和地下水流模型中入渗滞后性的描述提供了参考,将提高地下水流模拟的仿真性。 相似文献
6.
准确计算降水补给系数对于水资源评价等十分重要。水位动态法因其使用方便、成本低、精度高等优点被广泛用于计算降水入渗补给系数。但传统水位动态法是以次降水入渗补给过程为基础,往往忽略过程中地下水排泄、滞后等问题,导致计算结果存在偏差。针对传统水位动态法的不足,提出一种改进水位动态法,将年降水看作一次降水过程,基于水均衡原理,计算降水入渗补给系数。并以沧州市金牛镇大牛庄村为例,对比两种方法的计算结果。结果表明:虽然两种方法计算结果在同一数量级,但改进水位动态法相对于传统水位动态法减小了降水入渗补给系数间的偏差,使得结果更集中可靠。 相似文献
7.
潜水人工补给新方法 总被引：1，自引：0，他引：1
为了有效增加地下水资源可利用量,对潜水人工补给方法进行了创新。在分析地下滴灌技术、地下水人工补给方法的基础上,提出建设地下暗管式人工补给系统的具体思路,给出了稳定下渗状态下系统补给量的估算方法;并基于台兰河地下水库实际水文地质条件,计算了修建10 km入渗暗管时系统的补给量。对建设地下暗管式人工补给系统的优缺点、适用条件及其各构筑物的结构设计原理进行了初步探讨。结果表明:地下暗管式人工补给系统可以最大程度地减少表层土壤的含水量及陆面蒸发损失;同时,10 km入渗暗管仅从当年11月至翌年2月入渗水量便可达约220万m3,这可为地下水库人工补给提供有力保障。总之,地下暗管式人工补给系统是水资源高效利用的一种创新模式,对实现水资源合理配置,保障地区用水安全具有重要意义。 相似文献
8.
为可持续利用而管理含水层补给——第四届国际地下水人工补给会议综述 总被引：5，自引：0，他引：5
韩再生 《水文地质工程地质》2002,29(6):72-73
人工补给提供了可持续储存水和改善水质的方法，是地下水资源保护的重要内容。第四届国际地下水人工补给会议交流了人工补给的新技术，讨论了其社会、经济、环境的作用。 相似文献
9.
人工补给地下水工程规划与补给措施 总被引：2，自引：0，他引：2
一、人工补给地下水工程规划人工补给地下水工程规划,要把地面工程布局和地下水的运动结合起来考虑。埋藏于地下的不同深度的沙带,是不同时代的古河道遗迹,它们是地下水运动的主要通路。因此,查明古河道及其底板与上部复盖物的分布状况和岩性,是平原地区地下水开发及人工补给工程建设必须做的基本工作。古河道带分布状况的调查、勘探和研究有许多方法:(1) 整理以前打井的地质剖面资料。编绘综合水文地质图。(2) 用地面物探法探寻古河道带。(3) 用远红外线航测图片辩识古河道带分布。几种方法可互相参照和补充修正。 相似文献
10.
为了有效提升大清河流域平原区地下水水位,亟需在此区域开展地下水人工补给工程,并确定合理的建设位置及有效的补给方式。首先基于研究区可利用补给水源、地下水位、地表高程、地表坡度及与河道距离5个指标的分布特征,构建地下水补给潜力评价体系,采用ArcGIS空间分析功能对研究区进行了地下水人工补给潜力区划;然后在此评价体系基础上,在典型人工补给高潜力区进一步开展系列野外现场试验,探讨适宜可行的地下水人工补给方式。结果表明：研究区西北部及南部河道附近区域开展人工补给工程潜力较高,而中部、北部及西南部远离河道的区域潜力较低。高潜力区——白沟引河地段包气带及含水层渗透性良好,整体渗透系数均在5 m/d左右或更高,适宜地表补给,但河床渗透性较差,渗透系数基本在0.01~0.09 m/d间,若通过河道补给需配合清淤等措施。其中,在上游及中游沿岸适宜将河道水通过生态水渠引至修建的地表入渗池或借助天然渗坑内入渗补给,在中下游沿岸区域适宜将补给水进行严格的水处理后采用井灌方式补给,在白沟引河中下游河道适宜修建拦水坝,利用河道进行入渗补给。 相似文献
11.
Identifying and quantifying urban recharge: a review 总被引：12，自引：1，他引：12
David N. Lerner 《Hydrogeology Journal》2002,10(1):143-152
The sources of and pathways for groundwater recharge in urban areas are more numerous and complex than in rural environments.
Buildings, roads, and other surface infrastructure combine with man-made drainage networks to change the pathways for precipitation.
Some direct recharge is lost, but additional recharge can occur from storm drainage systems. Large amounts of water are imported
into most cities for supply, distributed through underground pipes, and collected again in sewers or septic tanks. The leaks
from these pipe networks often provide substantial recharge. Sources of recharge in urban areas are identified through piezometry,
chemical signatures, and water balances. All three approaches have problems. Recharge is quantified either by individual components
(direct recharge, water-mains leakage, septic tanks, etc.) or holistically. Working with individual components requires large
amounts of data, much of which is uncertain and is likely to lead to large uncertainties in the final result. Recommended
holistic approaches include the use of groundwater modelling and solute balances, where various types of data are integrated.
Urban recharge remains an under-researched topic, with few high-quality case studies reported in the literature.
Electronic Publication 相似文献
12.
利用地下水水化学和同位素测试分析成果,结合区域地质、水文地质条件研究了平谷北山山区侧向补给情况和中桥水源地地区第四系松散孔隙水和下伏岩溶水关系。结果表明：研究区第四系松散孔隙水和基岩岩溶地下水均来源于大气降水,地下水化学类型均为HCO-3-Ca2+?Mg2+ 型;平谷北山山前基岩岩溶水侧向补给平原区第四系松散孔隙水和下伏岩溶地下水;通过D值估算得到中桥水源地第四系浅层地下水的山区岩溶水侧向补给和垂向降水入渗补给比例为57：43;中桥水源地基岩岩溶水接受山区岩溶水侧向补给和第四系孔隙水垂向越流补给比例为87：13。研究成果为平谷地区地下水资源量评价和地下水动力场数值模型的建设提供了关键参数,为区域地下水的合理开采和有序回补涵养提供了科学依据。 相似文献
13.
Moisture samples obtained from unsaturated-zone profiles in sands from northern Nigeria were used to obtain recharge estimates
using the chloride (Cl) mass-balance method and to produce records of past recharge and climatic events. Recharge rates range
from 14–49 mm/year, on the basis of unsaturated-zone Cl values and rainfall chemistry measured over eight years at three local
stations. The unsaturated-zone results also provide a record of the changing recharge and climatic events of the past 80 years;
this record compares quite well with modelling results using precipitation data from Maiduguri, especially for the late 20th-century
period of drought. The best fit for the model is made, however, by using a lower mean rainfall Cl (0.65 mg/l) than that obtained
from the mean of the field results (1.77 mg/l Cl). This result implies that the measured rainfall Cl probably overestimates
the depositional flux of Cl, although the lower value is comparable to the minimum of the measured rainfall Cl values (0.6 mg/l
Cl). Recharge estimates made using these lower Cl values range from 16–30 mm/year. The spatial variability was then determined
using results from 360 regional shallow wells over 18,000 km2.
Using the revised rainfall estimate, the Cl balance indicates a value of 43 mm for the regional recharge, suggesting that
either additional preferential flow is taking place over and above that from the vadose one, or that the regional recharge
represents inputs from earlier wetter periods. These recharge estimates compare favourably with those from hydraulic modelling
in the same area and suggest that the recharge rates are much higher than values previously published for this area. High
nitrate (NO3) concentrations (NO3-N>Cl) preserved under aerobic conditions in the vadose zone reflect secondary enrichment from N-fixing vegetation, as occurs
elsewhere in the Sahel.
Electronic Publication 相似文献
14.
准确计算地下水的垂向入渗补给量是合理评价和利用地下水资源的基础.EARTH模型是一种集中参数的水文模型,可刻画水流在包气带中的运移过程,弥补黑箱模型的不足.以中国科学院栾城农业生态试验站的地下水位观测资料以及气象资料为基础,综合运用降水、蒸发、土壤水、地下水动态观测资料,利用EARTH模型计算了河北平原地下水垂向入渗补给量.计算结果表明,2003年1月1日至2005年8月31日期间,栾城农业生态试验站在降水量1404.1 mm、灌溉量1050.0 mm的条件下地下水入渗补给量为487.2 mm,平均年入渗补给量为182.6 mm, 占降水和灌溉总量(2454.1 mm)的19.9%.在模拟结果的基础上,对不同年份的降水量(含灌溉)和入渗补给量分布的对比分析表明,河北栾城地下水补给滞后现象明显,在研究时间段内峰值滞后18～35 d. 相似文献
15.
采用溴示踪法研究华北平原山前冲积平原和中部平原有灌溉和无灌溉区域的地下水补给,得到研究区平均地下水补给量为126.10 mm,平均补给系数为0.185 2,有灌溉实验点的补给量和补给系数大于无灌溉实验点。同时对示踪剂运移深度和含水量分布、降雨灌溉量和地下水埋深等影响因素进行分析。将各实验点计算结果与国内有关学者采用示踪剂法所得到的补给系数进行对比分析,论证了研究结果的可靠性,此研究成果可为华北平原地下水资源分析提供重要参考。 相似文献
16.
Estimating groundwater recharge in a cold desert environment in northern China using chloride 总被引：4，自引：0，他引：4
Understanding sources and rates of recharge to the Badain Jaran Desert in northern China is important for assessing sustainability of the area’s oasis lake ecosystem and its water resources in general. For this purpose, direct recharge was investigated with the chloride mass balance method for 18 unsaturated zone profiles (6–16 m depth). Spatial variability is low across the area (range in mean Cl in profiles: 62–164 mg/L Cl), largely attributable to the uniformity of sandy unsaturated zone conditions. No strong correlations between environmental factors of profile locations and recharge rates were found, though a weak relationship between recharge and vegetation density was suggested. The study area’s complex dune morphology appears to have no measurable impact on recharge variability. Mean estimated diffuse recharge is 1.4 mm/year (1.0–3.6 mm/year for 95% confidence level), approximately 1.7% of mean annual precipitation. Temporal fluctuations in recharge due to climate variability are apparent and there is good correspondence in temporal trends over a time span of 200–300 years. Water balance considerations indicate that direct recharge is insufficient to support the numerous perennial lakes in the study area, suggesting that diffuse recharge presently plays a minor role in the overall water balance of the desert’s shallow Quaternary aquifer. 相似文献
17.
Using CRD method for quantification of groundwater recharge in the Gaza Strip, Palestine 总被引：1，自引：0，他引：1
Husam Baalousha 《Environmental Geology》2005,48(7):889-900
Rainfall is the main source of groundwater recharge in the Gaza Strip area in Palestine. The area is located in the semi-arid
zone and there is no source of recharge other than rainfall. Estimation of groundwater recharge from rainfall is not an easy
task since it depends on many uncertain parameters. The cumulative rainfall departure (CRD) method, which depends on the water
balance principle, was used in this study to estimate the net groundwater recharge from rainfall. This method does not require
much data as is the case with other classical recharge estimation methods. The CRD method was carried out using optimisation
approach to minimise the root mean square error (RMSE) between the measured and the simulated groundwater head. The results
of this method were compared with the results of other recharge estimation methods from literature. It was found that the
results of the CRD method are very close to the results of the other methods, but with less data requirements and greater
ease of application. Based on the CRD method, the annual amount of groundwater recharge from rainfall in the Gaza Strip is
about 43 million m3.
An erratum to this article can be found at 相似文献
18.
Groundwater recharge and chemical evolution in the southern High Plains of Texas, USA 总被引：3，自引：1，他引：3
The unconfined High Plains (Ogallala) aquifer is the largest aquifer in the USA and the primary water supply for the semiarid
southern High Plains of Texas and New Mexico. Analyses of water and soils northeast of Amarillo, Texas, together with data
from other regional studies, indicate that processes during recharge control the composition of unconfined groundwater in
the northern half of the southern High Plains. Solute and isotopic data are consistent with a sequence of episodic precipitation,
concentration of solutes in upland soils by evapotranspiration, runoff, and infiltration beneath playas and ditches (modified
locally by return flow of wastewater and irrigation tailwater). Plausible reactions during recharge include oxidation of organic
matter, dissolution and exsolution of CO2, dissolution of CaCO3, silicate weathering, and cation exchange. Si and 14C data suggest leakage from perched aquifers to the High Plains aquifer. Plausible mass-balance models for the High Plains
aquifer include scenarios of flow with leakage but not reactions, flow with reactions but not leakage, and flow with neither
reactions nor leakage. Mechanisms of recharge and chemical evolution delineated in this study agree with those noted for other
aquifers in the south-central and southwestern USA.
Electronic Publication 相似文献
19.
Artificial recharge of groundwater: hydrogeology and engineering 总被引：25，自引：4，他引：25
Herman Bouwer 《Hydrogeology Journal》2002,10(1):121-142
Artificial recharge of groundwater is achieved by putting surface water in basins, furrows, ditches, or other facilities
where it infiltrates into the soil and moves downward to recharge aquifers. Artificial recharge is increasingly used for short-
or long-term underground storage, where it has several advantages over surface storage, and in water reuse. Artificial recharge
requires permeable surface soils. Where these are not available, trenches or shafts in the unsaturated zone can be used, or
water can be directly injected into aquifers through wells. To design a system for artificial recharge of groundwater, infiltration
rates of the soil must be determined and the unsaturated zone between land surface and the aquifer must be checked for adequate
permeability and absence of polluted areas. The aquifer should be sufficiently transmissive to avoid excessive buildup of
groundwater mounds. Knowledge of these conditions requires field investigations and, if no fatal flaws are detected, test
basins to predict system performance. Water-quality issues must be evaluated, especially with respect to formation of clogging
layers on basin bottoms or other infiltration surfaces, and to geochemical reactions in the aquifer. Clogging layers are managed
by desilting or other pretreatment of the water, and by remedial techniques in the infiltration system, such as drying, scraping,
disking, ripping, or other tillage. Recharge wells should be pumped periodically to backwash clogging layers. Electronic supplementary
material to this paper can be obtained by using the Springer LINK server located at http://dx.doi.org/10.1007/s10040-001-0182-4.
Electronic Publication 相似文献