基于数值模拟的汾河二库对晋祠泉岩溶水系统渗漏补给作用研究   总被引：1，自引：0，他引：1  

梁腾飞  成建梅  张乃俨  史文  开萨尔江·艾合买提 《中国岩溶》2020,39(2):147-153

汾河二库的下闸蓄水，改变了晋祠泉域汾河地表水对岩溶水的渗漏补给条件，对区域岩溶水流场变化有着长远的影响。本研究通过系统梳理库区水文地质条件，勾画地表水渗漏补给岩溶水范围，考虑地层岩性、蓄水高度等因素，确定二库不同蓄水水位下晋祠泉域获渗漏量占比；构建晋祠泉三维岩溶地下水流模型，研究二库渗漏对泉域岩溶地下水补给作用，并预测不同蓄水情景下晋祠泉口水位变化趋势。结果表明:晋祠泉域获渗漏量占比随二库蓄水位非线性变化，最低为92.8%，在二库蓄水位达902 m后稳定在93.7%，而渗漏量与二库蓄水高度呈正相关；泉域岩溶水径流区受渗漏补给作用最显著，其次为排泄区、北部补给区；渗漏补给作用下，地下水位回升值受二库水位和补水距离影响；维持设计水位（905.7 m）和2017年水位（895.9~902.4 m）时，预计晋祠泉口水位分别在2021年7月和2023年1月达到泉口高程。   相似文献   

河南省黄河中游水土流失区林业重点治理工程可行性研究   总被引：5，自引：0，他引：5  

光增云  唐卫平  马群智 《地域研究与开发》1998,(Z1)

从项目建设的必要性和紧迫性、建设内容、效益分析等方面论证了项目的可行性。项目规划营造林３８．９万ｈｍ２,总投资１２．７７亿元。经测算,项目实施后,生态、社会、经济效益分别为４４．１７,１８．９５,１０３．７５亿元,综合效益达１６６．８７亿元,而且使项目区的水土流失基本得到控制,生态环境得到根本改善,抗御自然灾害的能力提高  相似文献   

浅析环境地球化学的研究现状   总被引：1，自引：0，他引：1  

龙莎莎  谈树成  蒋顺德 《云南地理环境研究》2005,17(Z1):81-85

环境地球化学是研究环境中化学物质迁移转化规律及其与环境质量和人类健康关系的学科.在其短短30年的发展历程中,历经了环境地球化学与健康、环境地球化学与污染及环境地球化学与全球环境变化3个阶段的研究.由于它是一个新兴的学科和研究对象的复杂性,目前还存在着学科交叉深度与广度的不够、化学物质动态监测不及时、与GIS的结合还不够等一些问题.但是,凭借其良好的发展势头,环境地球化学为改善人类生存与发展的生态环境和促进入类社会的可持续发展承担着艰巨的任务并发挥了巨大的作用.  相似文献   

姚楼井田B煤防水煤岩柱留设研究     

徐田高 《中国煤田地质》1998,10(2):31-34

根据姚楼井田地质勘探所取得的资料,分析了Ｂ煤开采上覆岩土层的水文地质结构及工程地质特征,对该井田厚松散层含水层下近露头带开采的防水煤岩柱尺寸作出了评价,为开采设计提供了初步依据。  相似文献   

Problems in the calibration of an acoustic device for the observation of bedload transport     

K. S. Richards  L. M. Milne 《地球表面变化过程与地形》1979,4(4):335-346

Developments in theoretical and empirical modelling of bedload transport processes are hindered by the lack of an adequate data base for testing or establishing the models. Conventional methods of measuring bedload transport rates fail to provide the necessary continuous or frequent record of variations at a single section. Acoustic techniques have the potential to overcome this deficiency, but their application has been very limited. Some of the problems of calibrating an acoustic device in the field and in a laboratory flume are discussed, and a possible circuit design described which might minimize calibration difficulties by automatically subtracting the noise generated by flow turbulence.  相似文献   

甘肃中部雨养农业区土壤水分预测模式的研究   总被引：5，自引：0，他引：5  

杨兴国  柯晓新  张旭东  万信 《干旱气象》1998,(4)

采用联合国粮农组织（ＦＡＯ）最新推荐的计算农田蒸散量的彭曼－蒙蒂斯公式（ＦＡＯ－ＰＭ）,选取甘肃中部雨养农业区定西１９８０～１９９５年的常规气象资料和１９９０～１９９５年固定地段０～１００ｃｍ的土壤湿度资料,对水平衡和Ｙ．Ｍ安格斯坦土壤水分预测模式进行对比分析,认为后者适宜于本地区的土壤水分预测,并分析了误差原因  相似文献   

Rainfall,runoff and shallow groundwater response in a mixed-use,agro-forested watershed of the northeast,USA     

Kaylyn S. Gootman  Jason A. Hubbart 《水文研究》2021,35(8):e14312

Stream and shallow groundwater responses to rainfall are characterized by high spatial variability, but hydrologic response variability across small, agro-forested sub-catchments remains poorly understood. Conceivably, improved understanding in this regard will result in agricultural practices that more effectively limit nutrient runoff, erosion, and pollutant transport. Terrestrial hydrologic response approaches can provide valuable information on stream-aquifer connectivity in these mixed-use watersheds. A study was implemented, including eight stream and co-located shallow groundwater monitoring sites, in a small sub-catchment of the Chesapeake Bay watershed in the Northeast, USA to advance this ongoing need. During the study period, 100 precipitation-receiving days (i.e., 24-hour periods, midnight to midnight) were observed. On average, the groundwater table responded more to precipitation than stream stage (level change of 0.03 vs. 0.01 m and rainfall-normalized level change estimate of 3.81 vs. 3.37). Median stream stage responses, groundwater table responses, and response ratios were significantly different between sub-catchments (n = 8; p < 0.001). Study area average precipitation thresholds for runoff and shallow groundwater flow were 2.8 and 0.6 cm, respectively. Individual sub-catchment thresholds ranged from 0.5 to 2.8 cm for runoff and 0.2 to 1.3 cm for shallow groundwater flow. Normalized response lag times between the stream and shallow groundwater ranged from −0.50 to 3.90 s·cm⁻¹, indicating that stormflow in one stream section was regulated by groundwater flow during the period of study. The observed differences in hydrologic responses to precipitation advance future modelling efforts by providing examples of how terrestrial groundwater response methods can be used to investigate sub-catchment spatial variability in stream-aquifer gradients with co-located shallow groundwater and stream stage data. Additionally, results demonstrate asynchronous stream and shallow groundwater responses on precipitation-receiving days, which may hold important implications for modelling hydrologic and biogeochemical fate and transport processes in small, agro-forested catchments.  相似文献   

甲烷水合物在人工毛细管沉积物柱中的形成和分解   总被引：1，自引：0，他引：1  

陈敏  业渝光  吕万军  刘昌岭  解习农  王菲菲 《现代地质》2010,24(3)

天然气水合物在海底的形成与沉积物性质密切相关,沉积物的粒度、孔隙度、矿物组成等都可以影响到水合物的成核生长。通过拉曼测试和显微镜下观察人工毛细管模拟沉积物中CH4水合物的形成和分解过程,实验发现无论是在气液界面还是在溶有过饱和CH4的流体内,水合物都能够成核形成,但水合物更容易在气液和固液界面成核,并迅速生长;水合物在较大粒径石英砂(39~53μm)形成的孔隙内的成核机会比在粘土粒级的砂粒孔隙中的机会更大;水合物晶体主要呈发丝状附着于沉积物颗粒表面。  相似文献   

长江三峡库区全新世环境考古研究进展          下载免费PDF全文

朱诚  马春梅  李兰  孙智彬  郑朝贵  白九江  朱光耀  黄润 《地学前缘》2010,17(3):222

充分利用长江三峡工程文物抢救性发掘的宝贵机会,通过对重庆市忠县中坝遗址、丰都县玉溪遗址等典型遗址和神农架大九湖泥炭地层环境考古研究,摸索出了一套利用年代学、沉积学、重矿物组分鉴定、锆石形态统计、地球化学和环境磁学方法辨别考古遗址地层中古洪水沉积的方法;建立了该区地表孢粉-气候的转换函数,并将其用于对神农架大九湖泥炭地层的研究,弄清了该区全新世以来环境演变的背景,并将自然沉积地层环境演变记录与典型考古遗址地层古洪水事件作了对比分析。遗址时空分布研究表明:长江三峡库区旧石器时代至宋代677处遗址时空分布总趋势是从西往东、从高往低逐渐增加的,遗址多沿江河分布,且在河流交汇处呈聚集状态,这与人类多选择河流1～2级阶地为生、河流交汇处鱼类资源丰富有关。研究表明:中坝遗址能延续5000a的原因一方面与其盐业遗址的属性有关,另一方面与其长期具有良好生态环境有关。从该遗址T0202探方出土近20万件动物骨骼的分类统计证明了这一点。7.6kaBP以来,水位在吴淞高程147.024m以上的古洪水至少在玉溪遗址T0403探方中留下了16次沉积记录。神农架大九湖297cm厚的泥炭及其148个孢粉样品和10个AMS14C测年数据表明,该泥炭地层为本项目提供了理想的全新世自然环境演变背景,尤其8.2kaBP前后的降温事件很明显,6.7～4.2kaBP为中全新世最适宜期,4.2kaBP前后由暖湿转为凉干,3.5～0.9kaBP季风降水整体较弱,0.9kaBP前后转为较凉湿。根据对中坝和玉溪两处遗址地层的研究,在8.2～6.7kaBP期间出现有10个古洪水层;在6.7～4.2kaBP全新世最适宜期遗址地层中出现有8个古洪水层;在3.5～0.9kaBP降水减少的时期,中坝遗址中仅出现2个洪水层(即西周时期的37-1和战国早期的第21层);在0.9kaBP以来降水较多的时期,中坝遗址中存在3个洪水层(即宋代中期的11C-1层、清代的5-1层和1981年的2B-2层)。这表明,8.2～6.7kaBP的洪水在三峡地区次数是最多的,6.7～4.2kaBP的洪水数量次之。长江三峡库区的这一古洪水发生规律或许可以解释长江中游的江汉平原在7.8～5.1kaBP期间遗址数量偏少的原因。  相似文献   

Influences of overburden pressure and soil dilation on soil nail pull-out resistance     

Li-Jun Su  Jian-Hua Yin  Wan-Huan Zhou 《Computers and Geotechnics》2010

Soil nailing is the most popular technique for stabilizing newly formed and existing sub-standard slopes in Hong Kong because of its economic and technical advantages. The nail–soil interface shear resistance is an important parameter in design of soil nailed structures. A three-dimensional finite element model was established and used for simulating soil nail pull-out tests. The finite element model was verified by comparing simulated results with measured data. The agreement between the experimental and simulated results in terms of both average pull-out shear stress and stress variation was very good. Using this finite element model, a parametric study was carried out to study the influences of the overburden pressure and soil dilation angle on the soil nail pull-out resistance. The simulated peak pull-out resistance was not directly related to the overburden pressure, which was coincident with the observations in laboratory pull-out tests. The simulated pull-out resistance increased significantly with the increase in dilation angle of the shearing zone. This analysis indicated that the constrained dilatancy of the nail–soil interface and the soil surrounding the nail contributed a lot to the development of peak pull-out resistance.  相似文献