FluBiDi – a model to estimate flood based on runoff: validation using extreme and natural basin conditions

FluBiDi is a two-dimensional model created to simulate real events that can take days and months, as well as short events (minutes or hours) and inclusive laboratory tests. To verify the robustness of FluBiDi, it was tested using a previous study with both designed and real digital elevation models. The results highlight good agreement between the models (i.e. Mike Flood, SOBEK, ISIS 2D, and others) tested and FluBiDi (around 90% for a specific instant and 95% for the complete time simulation). In the simulated hydrographs, the discharge peak value, time to peak, and water level results were accurate, reproducing them with an error of less than 5%. The velocity differences observed in a couple of tests in FluBiDi were associated with very short periods of time (seconds). However, FluBiDi is highly accurate for simulating floods under real topographical conditions with differences of around 2 cm when water depth is around 150 cm. The average water depth and velocities are precise, and the model describes with high accuracy the pattern and extent of floods. FluBiDi has the capability to be adjusted to different types of events and only requires limited input data.     

Evidence of groundwater flow on Antizana ice-covered volcano,Ecuador / Mise en évidence d'écoulements souterrains sur le volcan englacé Antizana,Equateur

Abstract

Hydrological and glaciological data were gathered in the watershed (1.37 km²) of the Antizana Glacier 15 (0.7 km²) in the periods 1997–2002 and 1995–2005, respectively. In addition, tracer experiments were carried out to analyse the flow through permeable morainic deposits located between the glacier snout and the runoff gauging station. Over 11 years, the mean specific net balance of the glacier was negative (–627 mm w.e.), despite the occurrence of positive values in the La Niña years (1999–2000). From the glacier net mass balance between 1997 and 2002, it was found that the mean flow originating from ice melt was significantly higher than the mean discharge measured at the hydrological station. Analyses of tracer experiments and of the different components of the hydrological balance suggest groundwater flow that originates below the glacier accounts for the remaining water. This result is important for regional analyses of available water resources and for the relationship between hydro-cryospheric processes and volcanic activity.     

山东5月降水异常环流型及其与海温异常的联系

利用 1981—2019 年 NCEP/NCAR再分析资料和观测降水资料,对山东5月降水多（少）雨年环流特征进行分型,分析前期海温影响大气环流进而影响降水的过程。结果表明：典型多（少）雨年,亚洲中高纬环流呈“－、＋”（“＋、－” ）距平分布,盛行纬（经）向环流,东亚大槽偏弱（强）。前期冬春季黑潮区和热带印度洋海温是影响山东5月降水的关键外强迫因子,黑潮区海温偏暖（冷）时,其上空500 hPa高度场为明显正（负）距平,低层风场呈现异常反气旋（气旋）,山东受异常东南风（偏西风）控制,加强（削弱）了水汽输送, 利于降水偏多（少）。热带印度洋偏暖年,山东地区 500 hPa高度场上表现为西低东高,低层处于异常反气旋后部的东南气流中,这与典型多雨年的环流特征基本一致,印度洋偏冷年对应环流特征与偏暖年大致相反。     

Developing a comprehensive evaluation method for Interconnected River System Network assessment: A case study in Tangxun Lake group

Journal of Geographical Sciences - The Interconnected River System Network (IRSN) plays a crucial role in water resource allocation, water ecological restoration and water quality improvement. It...     

Water resources optimization and eco-environmental protection in Qaidam Basin

During the development of Qaidam Basin, which is an arid area in Northwest China, rational water resources utilization and optimization are primal prerequisites, and the main restrictive factors include the following facts: scarcy water resources are non-substitutional and uneven distributed in time and space. Based on the essential principle of sustainable development, this paper adopts Multiple Targets Decision by the Closest Value Model, and succeeds in getting the best plan, which can o…     

硫多金属矿床开采对水环境的影响——以福建大田地区矿产开发为例

闽西大田地区矿床采选冶活动对水土生态环境系统造成了严重的破坏,矿区采选矿废水pH值、SO4^2-浓度远远超过水环境标准,选矿废水和接纳采选矿废水的河流水体中Fe、Mn、Cu、Pb、Zn、Cd的含量大部分超过地面5类水标准,少部分超过4类水标准,矿区采选矿业废水是地表水金属污染的重要源头。矿业废水pH值与金属Fe、Mn、Cu、Pb、Zn、Cd的含量具有明显的负相关关系,SO4^2-浓度与金属离子Fe、Mn、Cu、Pb、Zn、Cd浓度具有较一致的变化规律。提出整治硫多金属矿山环境污染,应坚持因地制宜、矿业资源开发与环境保护并重的方针,用石灰石碱性中和酸性废水,隔离覆盖尾矿矿堆,对废弃矿山植树种草进行生态修复,对效益低下的开采矿山退矿还林,对严重环境污染的矿山实行关闭,对新开矿山要进行科学规划开发。     

泥河湾层的研究现状和展望

泥河湾层是我国北方著名的第四纪河湖相地层,它以巨厚的沉积、丰富的哺乳动物化石和人类遗存为世人所瞩目.经过几代人近80年的努力,泥河湾层在地层学、古生物学、沉积学、古地理学和古人类学等方面的研究上都取得了丰硕的成果,被誉为我国研究程度最高的第四纪地层之一.近年来,随着第四纪学科的发展和全球变化研究的深入,加大泥河湾层研究力度,提高"泥河湾层”研究水平的呼声日趋高涨.预计在新的世纪,泥河湾层研究将成为我国第四纪工作的热点,它将对第四纪科学和全球变化研究做出重大的贡献.     

Effect of dispersion on impulsive waves

The generation and propagation of surface waves resulting from suddenly created disturbances over water surfaces is investigated. The initial boundary conditions defining the disturbance are given either by a velocity of the free surface, an initial elevation of the free surface or a pressure impulsively applied on the free surface. It is shown that the corresponding three forms of solutions are related by a simple time derivative. Linear solutions are obtained in the cases where the wave motion is assumed to be nondispersive, mildly dispersive and fully dispersive, as well as in the case where the motion is given by the method of stationary phase. Criteria are established to indicate the limit of validity of each method.     

基坑开挖中渗流-应力耦合模拟

根据基坑工程施工实际情况,基于地下水渗流的基本规律以及岩土体受力的本构模型,建立了在应力场和渗流场耦合作用下基坑受力的力学模型,通过有限元方法模拟了基坑开挖过程中周围应力场及渗流场的变化规律。计算结果表明：在设置挡土墙并及时排水情况下,随着开挖的进行,基坑周围的土体变形增大,挡土墙前的土体发生沉降,墙体最终发生变形,基坑底部土体向上隆起,在基坑角落处水头梯度较大,发生应力集中,容易导致工程事故,必须谨慎处理。另外,基坑在降水时内外水头差过大将会引起墙体承受过大压力,基坑周围沉降会更大,这样不利于墙体和周围建筑安全。     

淮安市典型土动力特性的试验研究

通过对淮安市典型的全新世沉积粉土和粘性土进行室内自振柱试验及粉土的动三轴液化试验，把粉土和粘性土的自振柱试验结果与Seed和Idriss建议的砂土及饱和粘土的剪切模量比G／Gmax-γ曲线和阻尼比λ-γ曲线的变化范围进行对比，结果表明：粉土的剪模量比要比饱和粘土的大，而比砂土的剪模量比要小，其阻尼比接近于砂土的阻尼比；粘性土的剪模量比要比一般饱和粘土的大，而与砂土的剪模量比相近，其阻尼比要比砂土的略低；粉土的抗液化强度与液化振次之间的关系可以用指数函数来表示，其振动孔隙水压力的发展规律可以用反正弦三角函数拟合；粘粒含量是影响淮安市全新世沉积粉土抗液化强度的主要影响因素。