Characterization of sudden and sustained base flow jump hydrologic behaviour in the humid seasonal tropics of the Panama Canal Watershed     

Yanyan Cheng  Fred L. Ogden  Jianting Zhu 《水文研究》2020,34(3):569-582

Base flows are important for tropical regions with pronounced dry seasons, which are facing increasing water demands. Base flow generation, however, is one of the most challenging hydrological processes to characterize in the tropics. In many years during the May–December wet season in the Panama Canal Watershed (PCW), base flows in rivers abruptly increase. This increase persists until the start of the December–April dry season. Understanding this unusual base flow jump (BFJ) behaviour is critical to improve water provisioning in the seasonal tropics, especially during droughts and extended dry seasons. This study developed an integrated approach combining piecewise regression on cumulative average base flow and sensitivity analysis to calculate the timing and magnitude of BFJ. Rainfall, forest cover, mean land surface slope, catchment area, and estimated subsurface storage were tested as predictors for the occurrence and magnitude of the BFJs in seven subcatchments of the PCW. Sensitivity analysis on correlated predictors allowed ranking of predictor contributions due to isolated and cross-correlation effects. Correlations between observed BFJs and BFJs predicted by watershed and rainfall-related predictors were 0.92 and 0.65 for BFJ timing and magnitude, respectively. Forest cover was the second most significant predictor after cumulative rainfall for jump magnitude, owing to larger subsurface storage and groundwater recharge in forests than pastures. Catchments in the mountainous eastern PCW always generated larger jumps due to their higher rainfall and greater forest cover than the western PCW catchments. The cross-correlations between predictors contributed to more than 50% of the jump variances. The results demonstrate the importance of rainfall gradient and catchment characteristics in affecting the sudden and sustained BFJs, which can help inform land management decisions intended to enhance water supplies in the tropics. This study underscores the need for more research to further understand the hydrological processes involved in the BFJ phenomenon, including better BFJ models and field characterizations, to help improve tropical ecosystem services under a changing environment.  相似文献   

Quantifying groundwater sensitivity and resilience over peninsular India     

Nikhil Kumar  Jhilam Sinha  Chandra A. Madramootoo  Manish Kumar Goyal 《水文研究》2020,34(26):5327-5339

Groundwater in India plays an important role to support livelihoods and maintain ecosystems and the present rate of depletion of groundwater resources poses a serious threat to water security. Yet, the sensitivity of the hydrological processes governing groundwater recharge to climate variability remains unclear in the region. Here we assess the groundwater sensitivity (precipitation–recharge relationship) and its potential resilience towards climatic variability over peninsular India using a conceptual water balance model and a convex model, respectively in 54 catchments over peninsular India. Based on the model performance using a comprehensive approach (Nash Sutcliffe Efficiency [NSE], bias and variability), 24 out of 54 catchments are selected for assessment of groundwater sensitivity and its resilience. Further, a systematic approach is used to understand the changes in resilience on a temporal scale based upon the convex model and principle of critical slowing down theory. The results of the study indicate that the catchments with higher mean groundwater sensitivity (GWS) encompass high variability in GWS over the period (1988–2011), thus indicating the associated vulnerability towards hydroclimatic disturbances. Moreover, it was found that the catchments pertaining to a lower magnitude of mean resilience index incorporates a high variability in resilience index over the period (1993–2007), clearly illustrating the inherent vulnerability of these catchments. The resilience of groundwater towards climatic variability and hydroclimatic disturbances that is revealed by groundwater sensitivity is essential to understand the future impacts of changing climate on groundwater and can further facilitate effective adaptation strategies.  相似文献   

基于GIS分析法识别城区水安全敏感区研究     

熊凡轶  吴星杰 《岩土工程技术》2020,(2):92-96,101

近年来,随着海绵城市建设的推进,我国学者对于城市雨洪管理方面的研究日益加深。然而海绵城市的建设相关问题也日益凸显,首要问题就是对于城区大范围积水分析、水安全分析等技术相对薄弱,使得大范围海绵城市的建设流于形式。以宜良县建成区为例,查阅相关文献并对积水点实际调研。借助ArcGIS工具的强大功能对城区的各项指标进行综合分析,得出宜良县建成区水安全敏感区分布图,从而使得海绵城市建设可以根据各区域水安全敏感情况制定不同策略,对今后海绵城市的建设具有借鉴意义。  相似文献   

Fostering Environmental Sensitivity by Observing Everyday Environments     

Minsung Kim 《The Journal of geography》2019,118(4):157-168

This study examined the effects of observing and reflecting on everyday environments in the development of environmental sensitivity, defined as a holistic capability composed of predisposition, knowledge, and behavior subdimensions. We encouraged participants to use diverse sources, such as texts, photographs, and animation, to record their observations and thinking. As a result, the activity in this study was beneficial in enhancing students’ environmental sensitivity. Students’ mean scores on the environmental sensitivity questionnaire improved, and their reflective journals reported increased interest in everyday environments, enhanced knowledge about diverse environmental elements, and strengthened will to act pro-environmentally. The usefulness of the geospatial platform was also reported.  相似文献   

东海陆架盆地南部中生代演化与动力学转换过程     

杨长清  杨传胜  孙晶  杨艳秋 《吉林大学学报(地球科学版)》2019,49(1):139-153

东海陆架盆地处于欧亚板块东南缘，其构造演化、动力学机制转换同太平洋板块与欧亚板块碰撞及印度-澳大利亚板块远程推挤效应有关。中生代以来，该盆地形成和演化过程受到古太平洋板块多期俯冲及多构造体系的叠加改造，地质构造和地球物理场复杂，盆地演化及动力学过程等一直是争论的焦点。本文利用最新调查资料，通过构造物理模拟实验、构造解析和平衡地质复原剖面等方法，结合区域构造背景，系统分析了东海陆架盆地中生代演化过程，探讨了其构造动力学转换过程。研究认为东海陆架盆地自中生代以来经历了晚三叠世前的被动大陆边缘和晚三叠世-中侏罗世活动大陆边缘挤压坳陷型盆地阶段，挤压应力来源于伊泽奈崎板块向欧亚大陆板块的低角度俯冲；早白垩世晚期-晚白垩世活动陆缘伸展断陷型盆地阶段，应力来源于太平洋板块向欧亚大陆板块俯冲后撤导致的岩石圈减薄作用；古近纪为弧后伸展断陷型盆地阶段。同时认为东海陆架盆地古特提斯构造域向古太平洋构造域转换的时间应该发生在中三叠世末期，古太平洋板块低角度俯冲和俯冲后撤代表华南中生代深部地质过程。  相似文献   

北极冰下声传播特性实验研究   总被引：1，自引：0，他引：1  

翁晋宝  杨燕明  文洪涛  周鸿涛 《海洋学报》2019,41(3):76-85

通过2017年8月6日在北极海域开展的一次声传播实验，开展了冰下声传播特性实验研究。结合Burke-Twersky （BT）散射模型与射线模型，分析了冰下声传播的多途到达结构，研究了接收声强变化规律，解释了接收声强在30 min内衰减20 dB的现象，分析了接收信号的时间相关性，探讨了接收信号相关性较低的原因。实验结果表明，表面接收信号主要由小角度多次反转反射声线、一次海底反射声线和二次海底反射声线依次构成，表面声道到达信号显著强于海底反射信号。试验冰站在试验期间的运动导致了声传播信号强度和相关性的迅速衰减，并通过仿真得到了验证。  相似文献   

花岗岩残积土动态冲击性能的SHPB试验研究     

刘新宇  张先伟  岳好真  孔令伟  徐超 《岩土力学》2020,41(6):2001-2008

为研究花岗岩残积土的动态冲击性能，开展了高速冲击下的分离式霍普金森压杆（SHPB）试验，与常规应变率下的试验结果比较，分析了高应变率对花岗岩残积土的应力?应变特性和强度的影响。结果表明：低、高应变率下的花岗岩残积土的?-?a（轴向应力?轴向应变）曲线均呈现出软化型。随着应变率 增加，?-?a曲线向?a增大的方向移动，破坏应变?af增加。但高应变率下?af增加的程度更加明显。花岗岩残积土的峰值强度普遍具有应变率依赖性，二者可用直线关系拟合，但低、高应变率下的拟合关系并不一致。提出了率敏性因子m定量评价依赖性强弱。研究发现，随着应变率的提高，强度的应变率依赖性减弱，低应变率下的m为26.694，而高应变率下仅为0.013。相关试验结果指出，高速冲击荷载对土体总体有害。工程中应该采取合理措施控制冲击荷载的危害。该研究有助于深化花岗岩残积土动态冲击性能的理解，为相关工程的施工与设计提供技术参考。  相似文献   

村镇滑移隔震建筑瞬时摩擦耗能的参数敏感性分析          下载免费PDF全文

孙敏  王锦燕  孙光林 《世界地震工程》2020,(3):100-108

给出了村镇滑移隔震建筑瞬时摩擦耗能的概念，并以此概念为响应指标。通过极差大小的对比，分析了该响应指标对刚度比、第二阶段刚度系数、隔震层屈服位移、隔震层摩擦系数、系统质量比和上部结构自振周期六个参数变化的敏感程度，阐述了上述系统参数对瞬时摩擦耗能这一响应指标的影响规律。研究表明:场地条件和地震动幅值大小对瞬时摩擦耗能均有显著影响；在所考虑的参数范围内，上部结构自振周期总是对瞬时摩擦耗能有较为显著的影响，摩擦系数对瞬时摩擦耗能的影响跟场地条件有关，Ⅰ类场地条件中摩擦系数对瞬时摩擦耗能影响不显著，而Ⅱ、Ⅲ和Ⅳ类场地条件中，摩擦系数对瞬时摩擦耗能的影响则非常显著；隔震层屈服位移、刚度比和第二阶段刚度系数总得来讲对瞬时摩擦耗能影响不显著，质量比对瞬时摩擦耗能影响居中。  相似文献   

黄河“八七”分水方案的适应性评价与提升策略          下载免费PDF全文

王煜  彭少明  郑小康  尚文绣  蒋桂芹  周翔南 《水科学进展》2019,30(5):632-642

黄河"八七"分水方案是流域水资源管理的重要依据。颁布30余年来，黄河流域自然环境、经济社会等发生了显著变化，亟需科学认识分水方案对环境变化扰动的适应性。运用动力系统原理构建分水方案适应性的动力微分方程和综合评价模型，从敏感性、稳定性、抗力和恢复力4个方面建立包含20个指标的适应性评价指标体系，定量评价1999年以来分水方案的适应性，并采用HP（Hodrick-Prescott）滤波识别适应性变化趋势。结果表明:分水方案对环境变化的适应性良好，19年中63.2%的年份适应性值大于1；适应性先升后降，2005年达到峰值，之后逐渐降低，2014年起适应性值小于1，表现为不适应。分析影响分水方案适应性的主要因素，提出分水方案调整策略，为支撑流域水资源管理提供方向参考。  相似文献   

室内管道系统抗震研究综述   总被引：1，自引：0，他引：1  

刘志斌  郭恩栋  李倩  李玉芹 《震灾防御技术》2019,14(3):591-599

根据最新震害统计资料发现，非结构构件在地震中造成的经济损失远大于结构构件。非结构构件按照地震反应特征可分为位移敏感型构件和加速度敏感型构件。其中，位移敏感型构件的破坏多受层间位移角控制，主要采用拟静力试验进行研究；加速度敏感型构件的破坏多受楼面加速度的控制，主要采用振动台试验进行研究。室内管道系统是非结构构件的重要组成部分，室内管道系统中的立管和水平管分别属于位移敏感型和加速度敏感型构件。本文系统地论述了近年来国内外学者开展的关于室内管道系统的抗震研究工作，并对室内管道系统下一步的研究工作提出了建议。  相似文献