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1.
Subsurface dams are rather effective and used for the prevention of saltwater intrusion in coastal regions around the world. We carried out the laboratory experiments to investigate the elevation of saltwater wedge after the construction of subsurface dams. The elevation of saltwater wedge refers to the upward movement of the downstream saltwater wedge because the subsurface dams obstruct the regional groundwater flow and reduce the freshwater discharge. Consequently, the saltwater wedge cannot further extend in the longitudinal direction but rises in the vertical profile resulting in significant downstream aquifer salinization. In order to quantitatively address this issue, field-scale numerical simulations were conducted to explore the influence of various dam heights, distances, and hydraulic gradients on the elevation of saltwater wedge. Our investigation shows that the upward movement of the saltwater wedge and its areal extension in the vertical domain of the downstream aquifer become more severe with a higher dam and performed a great dependence on the freshwater discharge. Furthermore, the increase of the hydraulic gradient and the dam distance from the sea boundary leads to a more pronounced wedge elevation. This phenomenon comes from the variation of the freshwater discharge due to the modification of dam height, location, and hydraulic gradient. Large freshwater discharge can generate greater repulsive force to restrain the elevation of saltwater wedge. These conclusions provide theoretical references for the behaviour of the freshwater–seawater interface after the construction of subsurface dams and help optimize the design strategy to better utilize the coastal groundwater resources.  相似文献   
2.
Beaver dam analogues (BDAs) are a cost-effective stream restoration approach that leverages the recognized environmental benefits of natural beaver dams on channel stability and local hydrology. Although natural beaver dams are known to exert considerable influence on the hydrologic conditions of a stream system by mediating geomorphic processes, nutrient cycling, and groundwater–surface water interactions, the impacts of beaver-derived restoration methods on groundwater–surface water exchange are poorly characterized. To address this deficit, we monitored hyporheic exchange fluxes and streambed porewater biogeochemistry across a sequence of BDAs installed along a central Wyoming stream during the summer of 2019. Streambed fluxes were quantified by heat tracing methods and vertical hydraulic gradients. Biogeochemical activity was evaluated using major ion porewater chemistry and principal component analysis. Vertical fluxes of approximately 1.0 m/day were observed around the BDAs, as was the development of spatially heterogeneous zones of nitrate production, groundwater upwelling, and anaerobic reduction. Strong contrasts in hyporheic zone processes were observed across BDAs of differing sizes. This suggests that structures may function with size-dependent behaviour, only altering groundwater–surface water interactions after a threshold hydraulic step height is exceeded. Patterns of hyporheic exchange and biogeochemical cycling around the studied BDAs resemble those around natural beaver dams, suggesting that BDAs may provide comparable benefits to channel complexity and near-stream function over a 1-year period.  相似文献   
3.
本文以深圳公明水库6个中小型土石坝为试验区,利用10景1 m分辨率升降轨X波段TerraSAR影像和坝体附近连续气象站的降雨量数据,研究了坝体表面相干性的时序变化与雷达本地入射角及降雨的关系。试验结果表明,混凝土面板和草坡平均相干性均会随本地入射角增加而减小,同时,草坡表面平均相干性在有微小降雨的情况下就会快速下降0.1~0.2,差分干涉图的噪声增大;混凝土面板对微小的降雨敏感度小,但是在暴雨情况下将导致其表面完全失相干。上述结果表明,针对中小土石坝坡体变形监测应当顾及坝体的坡度及入射角选择合适的雷达成像参数,同时应充分利用降雨资料评估干涉图失相干情况,剔除噪声数据。  相似文献   
4.
左永振  赵娜 《岩土力学》2020,41(2):520-526
高土石心墙坝的渗透稳定性在很大程度上依赖于反滤层对心墙料的反滤保护作用。心墙在大坝蓄水和长期运行的条件下,要经历复杂的填筑加载、浸水饱和与水荷载的作用,在差异沉降、复杂结构应力作用、水力劈裂和渗透水流作用下,心墙一旦出现裂缝,其渗透稳定性及反滤层的保护作用就将面临严峻的考验。针对这一问题,设计了专门非常规的抛填土料反滤试验和泥浆渗透反滤试验,模拟心墙裂缝条件下其颗粒被冲刷起动后,被反滤料阻挡和淤积过程。试验结果表明,心墙料和反滤料满足反滤准则条件下,心墙颗粒被拦截和淤积在反滤层上游表面,反滤料能有效防止心墙颗粒的流失,反滤层在极端条件下对心墙料仍能起到有效的反滤保护作用。  相似文献   
5.
This work deals with the impacts of dams on large gravel -bed rivers in terms of altering coarse transport regimes and the relationship with river morphodynamics. Using data collected by a tracer -based monitoring programme carried out in a 4 -km -long study sector of the Parma River (Italy), located downstream from a relatively recently established dam, we applied a virtual velocity approach to estimate the coarse bed material load at four river cross -sections. Monitoring and calculation results provided new insights into the impacts of the dam on streambed material mobility and the sediment regime over the 17 -month calculation period. A longitudinal gradient of effects was observed along the study sector. Sections located closer to the dam are characterized by more evident impacts due to deficits in coarse sediment input from upstream. Sediment mobility here is strongly altered, especially in the highly armoured main channel, and the overall bed material load is extremely low. A partial recovery of sediment dynamics was observed at the sections located further from the dam, where estimates indicate higher sediment yield. The observed longitudinal trend in the coarse sediment transport regime matches the morphology, as the river shifts downstream from a sinuous configuration with alternate bars to a wandering one. The novel insights into alteration of coarse sediment dynamics and the relationship with river morphodynamics are potentially applicable to many other fluvial contexts affected by similar impoundments. © 2019 John Wiley & Sons, Ltd.  相似文献   
6.
采用3类InSAR产品和DEM数据开展金沙江流域乌东德水电站段的潜在滑坡探测,成功识别出多处已知和未知的滑坡点,并探测出滑坡体的形态及稳定性,提供了一种高效的大范围滑坡探测技术。同时采用小基线集InSAR技术对金坪子滑坡进行监测,不仅获得该滑坡的空间分区特征,也获取重点滑坡区的时间序列结果,并且与地面监测结果比较,精度达1.8 cm。展示了不同InSAR技术在不同尺度滑坡调查与监测中的应用特点。  相似文献   
7.
During the last few years, the north‐western part of Romania has been affected by catastrophic floods with most of the watercourses reaching their highest recorded discharges. This study reports the generation of a numerical terrain model and the simulation of a backwater phenomenon at elevation steps according to the volume of water accumulated at the confluence of the Buhai Brook with the Jijia River. The hydrological data are complemented by rainfall data and the careful recording of the flood behaviour during the entire period of its development. The main aim of the study is to identify the causes of the backwater phenomenon and to highlight the material damage inflicted on the town of Dorohoi. At the same time, the study uses cartographic model that was developed to establish which areas are at risk of flooding at various levels of probability. The catastrophic flood began on the Buhai Brook, a slow‐flowing stream that drains the areas to the west of the town of Dorohoi and discharged into the upstream sector of the Jijia confluence. The flood caused two types of backwater waves: one behind the bridges and the houses built on the floodplain and a second that followed the course of the main stem (Jijia) upstream from the confluence, flooding the Ezer Lake, which was created specifically to attenuate such floods. The spillway backwater phenomenon was inter‐basin as it did not occur in a single hydrographic basin. The causes of the catastrophic flash flood and of the inter‐basin backwater overflow are natural but also reflect anthropogenic influence. After the lake filled, the discharge into the Jijia was controlled and the flooding downstream was thus greatly diminished. Though fortuitous, the backwater flooding was important in mitigating the impact of the flood wave from the Jijia River. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   
8.
李江  柳莹  刘生云  彭兆轩  吴涛 《干旱区地理》2020,43(6):1409-1416
截止 2018 年,全疆(含兵团)已建、在建及拟建水库 722 座(包括电站水库),总库容 295.0 × 108 m3。有力地改善了水资源调控和利用效率,在灌溉、供水、防洪、发电、旅游等方面发挥了极其 重要的作用。新时期按照水利部“水利工程补短板、水利行业强监管”的工作总基调,针对南北疆 水资源配置不平衡问题、水资源利用不充分问题,谋划提出了兴建数十座大中型山区水库,以及提 升已建水库大坝信息化管理水平、加强水库调度运行管理,在满足生态需水的前提下统筹生活、生 产供水,最大程度发挥水库效益、确保水库安全运行。针对新时期气候变化条件下水库洪水风险 分析、大坝建设需要重点关注的几项关键技术、山区水库替代平原水库、河流健康与生态调度、水库 清淤与能力提升、水库信息化与智能调度以及延长服役期等问题进行了探讨,提出若干对策建议。  相似文献   
9.
To maintain a reasonable sediment regulation system in the middle reaches of the Yellow River, it is critical to determine the variation in sediment deposition behind check‐dams for different soil erosion conditions. Sediment samples were collected by using a drilling machine in the Fangta watershed of the loess hilly–gully region and the Manhonggou watershed of the weathered sandstone hilly–gully (pisha) region. On the basis of the check‐dam capacity curves, the soil bulk densities and the couplet thickness in these two small watersheds, the sediment yields were deduced at the watershed scale. The annual average sediment deposition rate in the Manhonggou watershed (702.0 mm/(km2·a)) from 1976 to 2009 was much higher than that in the Fangta watershed (171.6 mm/(km2·a)) from 1975 to 2013. The soil particle size distributions in these two small watersheds were generally centred on the silt and sand fractions, which were 42.4% and 50.7% in the Fangta watershed and 60.6% and 32.9% in the Manhonggou watershed, respectively. The annual sediment deposition yield exhibited a decreasing trend; the transition years were 1991 in the Fangta watershed and 1996 in the Manhonggou watershed (P < 0.05). In contrast, the annual average sediment deposition yield was much higher in the Manhonggou watershed (14011.1 t/(km2·a)) than in the Fangta watershed (3149.6 t/(km2·a)). In addition, the rainfalls that induced sediment deposition at the check‐dams were greater than 30 mm in the Fangta watershed and 20 mm in the Manhonggou watershed. The rainfall was not the main reason for the difference in the sediment yield between the two small watersheds. The conversion of farmland to forestland or grassland was the main reason for the decrease in the soil erosion in the Fangta watershed, while the weathered sandstone and bare land were the main factors driving the high sediment yield in the Manhonggou watershed. Knowledge of the sediment deposition process of check‐dams and the variation in the catchment sediment yield under different soil erosion conditions can serve as a basis for the implementation of improved soil erosion and sediment control strategies, particularly in semi‐arid hilly–gully regions. Copyright © 2018 John Wiley & Sons, Ltd.  相似文献   
10.
甲藻孢囊可以为赤潮提供种源, 还可用于指示海区富营养化状态。以往对甲藻孢囊分布的研究多集中于开放性水域和自然形成的海湾中, 在半封闭性人工海湾中的研究较少。梅山湾原属南北开放水域, 但于2012~2017年在向陆侧建设了北坝和南坝, 使其成为半封闭式人工海湾。通过对梅山湾内外海域采集到的6份表层沉积物样品分析, 共鉴定出37种甲藻孢囊, 其丰度介于237~1 054 cysts/g。甲藻孢囊平均丰度湾内高于湾外, 推测是筑堤后湾内水动力减弱, 悬浮物质浓度降低, 水体透明度升高, 水中颗粒物质沉积速率降低和水体富营养化所导致。调查海域甲藻孢囊物种多样性指数介于1.63~2.47, 均匀度指数介于0.58~0.82, 两者湾外均显著高于湾内, 反映出湾内生态系统稳定性更弱, 发生赤潮的可能性更高。研究共检出16种赤潮种和9种有毒甲藻孢囊, 产毒种及赤潮种丰度和种类占比湾内都高于湾外, 优势种有原多甲藻(Protoperidinium sp.)、美利坚原多甲藻(Protoperidinium americanum)、透镜翼甲藻(Diplopsalis lenticula)、微小亚历山大藻(Alexandrium minutum)、链状裸甲藻(Gymnodinium catenatum)和锥状斯氏藻(Scrippsiella trochoidea)。“筑堤效应”加剧了湾内外表层沉积物中甲藻孢囊分布的差异性, 也加重了湾内有毒有害赤潮发生的风险, 故应重视对湾内有毒有害甲藻的监测。  相似文献   
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