Numerical Simulation of Dam-Break Flows Using Radial Basis Functions: Application to Urban Flood Inundation

Dam-break flows pose significant threats to urban areas due to their potential for causing rapid and extensive flooding. Traditional numerical methods for simulating these events struggle with complex urban landscapes. This paper presents an alternative approach using Radial Basis Functions to simulate dam-break flows and their impact on urban flood inundation. The proposed method adapts a new strategy based on Particle Swarm Optimization for variable shape parameter selection on meshfree formulation to enhance the numerical stability and convergence of the simulation. The method’s accuracy and efficiency are demonstrated through numerical experiments, including well-known partial and circular dam-break problems and an idealized city with a single building, highlighting its potential as a valuable tool for urban flood risk management.

Seismic response analysis of arch dam-water-rock foundation systems

The effect of water compressibility on the seismic responses of arch dams is not well understood.In this paper,a numerical model is developed with rigorous representation of the dynamic interaction between arch dam-water- rock foundation.The model is applied to the seismic response analysis of an arch dam with a height of 292m designed to a seismic intensity of IX.It is shown that consideration of the water compressibility clearly decreases the stress responses at key positions of the dam,while the added mass model gives a conservative estimate.

Feasibility Study of a Hydro PV Hybrid System Operating at a Dam for Water Supply in Southern Brazil

Dams for water supply usually represent an untapped hydroelectric potential. It is a small energetic potential, in most situations, usually requiring a particular solution to be viable. The use of pumps as power turbines often represents an alternative that enables the power generation in hydraulic structures already in operation, as is the case of dams in water supply systems. This potential can be exploited in conjunction with the implementation of PV modules on the water surface, installed on floating structures, both operating in a hydro PV hybrid system. The floating structure can also contribute to reducing the evaporation of water and providing a small increase in hydroelectric power available. This paper presents a pre-feasibility study for implementation of a hydroelectric power plant and PV modules on floating structures in the reservoir formed by the dam of Val de Serra, in southern Brazil. The dam is operated to provide drinking water to about 60% of the population of the city of Santa Maria, in the state of Rio Grande do Sul, in southern Brazil. The pre-feasibility study conducted with Homer software, version Legacy, indicated that the hydroelectric plant with a capacity of 227 kW can operate together with 60 kW of PV modules. This combination will result (in one of the configurations considered) in an initial cost of USD$ 1715.83 per kW installed and a cost of energy of USD$ 0.059/kWh.

Water Resource Development in the Quaternary Ryukyu Limestone Regions of Japan:Application of the GIS to the Site Selection of Underground Dams

Based on the natural and social conditions as well as hydrogeological characteristics of the Ryukyu limestone, a major aquifer in the Ryukyu Islands, a conception of underground dam, was proposed in the early 1970s in order to develop ground water resources in the Quaternary Ryukyu limestone regions of Japan. The practice of nearly thirty years has shown that the underground dam is an environment-friendly and effective way for developing ground water in these regions.

Dissolved Inorganic Carbon (DIC) Contents in Middle and Lower Reaches of Lancang River: Related to Water Environments and Dams

Carbon cycle is one of the focuses of climate change, river carbon is an important part, while dissolved inorganic carbon (DIC) has a high proportion of river carbon flux. In this study, we did the research on the Lancang River, an important international river in the southwest of China. Water samples were obtained from 16 sections of the middle and lower reaches of the Lancang River in 2016 (11 months), then we monitored some water quality indicators and DIC content, finally analyzed the temporal-spatial distribution characteristics of DIC and the relationship between DIC content and water environment factors. The results showed that: (1) DIC contents in the middle and lower reaches of the Lancang River varied from 1.1840 mmol/L to 3.1440 mmol/L, with a mean value of about 2.2155 mmol/L. (2) At a time scale, DIC contents of dry season (spring, autumn and winter) were higher than rainy season (summer). At a space scale, DIC contents of the middle and lower reaches of the Lancang River gradually decreased from north to south, and each reservoir had the same characteristics, that is, DIC contents at upstream of the dam was lower than those at downstream of the dam. Compared to other rivers with cascade dams around the world, DIC contents within studied river were at similar level. And the reservoir’s effect of the Lancang River were not obvious, however, DIC contents in the water sampled upstream the dams had a slight stratification. (3) Water temperature, conductivity, turbidity were important factors affecting DIC content of water, and the effect of oxidation and reduction potential (ORP) and pH on DIC was relatively small.

Eco-Toxicological Approach as a Contribution to Integrated Water Management on Okpara Dam at Kpassa in Benin: Evaluation of Contamination of Fish and Surface Water by Organochlorine Pesticides

The paper explores the degree of pollution of organochlorine pesticides in fish and water in the dam at Kpassa on a tributary of Okpara River that is pumped by Benin National Water agency (SONEB) in supplying drinking water to supply the city of Parakou. Doing so, fourteen parameters of organochlorine are analyzed. Most of obtain organoclorine concentration in water and fish below is indicated critical values. However, DDT and endrine concentration in water is slightly above legal tolerable values. Hexachlorobenen and dieldrine concentrations are three times higher than legal limit value while aldrine is ten times higher. However, heptachlore is double concentrated in fishery while aldrine (endrine, dieldrine aldrine, lindane, hexachloro-benzene, DDT) is found in the dam fish and surface water three times concentrated than tolerated value. These levels of concentrations result from the intensification of organoclorine pesticide used in agriculture especially in cotton production. These are caused by the chemical application accumulated in soil and through the food value chain system. Therefore, it is very important to extract sediment from the reservoir by dredging in oder to renew the ecosystem of the dam. To persistently manage the basin water resources, it is imperatively important to observe a significant behaviour changed from all stakeholders.

Evaluation of Selected Site Location for Subsurface Dam Construction within Isayi Watershed Using GIS and RS Garmiyan Area, Kurdistan Region

Garmiyan area suffers from many water problems such as poor rainfall rate, water shortage, aridity and absence of groundwater in many places. Hence the subsurface dam is the best solution due to many advantages such as low cost of construction, least maintenance, low evaporation, no contamination, utilization of the land over the dam and better storage. The objective of this study is to evaluate the suitability of the selected site location for subsurface dam construction, to serve as strategic water supply storage, to solute the aridity and water shortage in this area of arid to semi arid climate in Isayi watershed within the stream deposits. Geographic information systems (GIS) and remote sensing through satellite images and Digital Elevation Model (DEM) interpretation and analysis have facilitated the investigation with more accuracy. ArcGIS helped in construction of thematic maps of the studied area. The geologic, structural, geomorphologic, hydrologic and hydrogeologic characteristics with GPR survey show the suitability of the selected site location for construction of subsurface dam. According to the standard water quality for domestic, irrigation and livestock the water quality of all water samples are within the recommended range and the best time to be chosen, for construction of the subsurface dam, is during the autumn season from September to November.

Ecological and Human Health Risk Assessment of Toxic Metals in Water, Sediment and Fish from Lower Usuma Dam, Abuja, Nigeria

The study assessed the levels of some toxic metals (As, Cd, Cr, Cu, Hg, Ni, Pb and Zn) with their potential ecological and human health risks in water, African Catfish (Clarias gariepinus), Tilapia (Oreochromis spilurus niger) and sediment samples from the Lower Usuma dam FCT, Nigeria during two major seasons in a year (rainy and dry seasons). Toxic metal concentrations were determined using Atomic Absorption spectrophotometry (Cd, Cr, Cu, Ni, Pb and Zn) and Atomic Emission Spectrophotometry (for As and Hg), and the results obtained were compared with national and international standards. The ecological and human health risk indices of the toxic metals present in the samples from the Dam were evaluated and interpreted. Tilapia from the dam posed the highest but medium ecological and human health risk due to Pb concentration of up to 7.11 mg/kg;ecological risk index of 35.55 and hazard quotient of 50.78. Overall ecological and human health risks were low due to the low concentrations of other toxic metals determined. As, Cd, Cr, Cu, Hg, Ni and Zn concentrations were all below WHO limits in the LUD water;Ni and Pb were above limits in the African Catfish and Tilapia samples. The data obtained were analyzed using one-way analysis of variance (ANOVA) and significant differences accepted at p ≤ 0.05. There was no statistical difference in the concentrations of toxic metals in water but there was significant difference between the concentrations of toxic metals in the fish and sediment samples. Correlation was found to exist between toxic metals in the water, fish and sediment analyzed from the dam. The ecological and human health risks of toxic metals in Lower Usuma dam require regular checks and monitoring hence, it was recommended by the researcher, that this and similar research work be carried out annually by NESREA and also, as research work by other students of Environmental and Analytical chemistry.

Hydrochemistry and Quality Assessment of Water in Tannur Dam, Southern Jordan

The study was undertaken to assess the physicochemical and chemical quality of the Tannur dam water in southern Jordan. The water samples were collected in two intervals the first during May 2015 and the second during September 2015. All samples were analyzed for temperature, conductivity, dissolved oxygen, pH, major cations (Ca2+, Mg2+, K+, Na+), and major anions (Cl-, NO3-, HCO3- and SO42-). The hydrogeochemical analyses of thirty-six water samples were used to determine the properties and type of water in the Tannur dam. The ion concentration in the water samples was from dissolution of carbonate rocks and ion exchange processes in clay. The general chemistry of water samples was typical alkaline earth waters with prevailing bicarbonate chloride. The PHREEQC Hydrogeochemical modeling was used to obtain the saturation indices of specific mineral phases, which might be related to interaction with water and aquifer, and to identify the chemical species of the dissolved ions. Calcite and dolomite solubility were assessed in terms of saturation index where they show positive values indication oversaturated SI > 0. The hydrogeochemistry behavior is rather complicated and is affected by anthropogenic and natural sources. The positive correlation values between various parameters indicate that most of ions result from same lithological sources. The abundance of the major ions in water samples is in the following order: HCO3-> Ca2+ > Cl- > NO3- > SO42-) > Na+ > Mg2+ > K+. Water samples of the Tannur dam are generally very hard, high to very high saline and medium alkaline in nature. High total hardness (TH) and total dissolved solids (TDS) in some samples identify the permissible for domestic and irrigation purposes. According to the residual sodium carbonate, SAR and conductivity values, the studied water is suitable for agricultural purposes.

Water Quality Assessment of the Owena Multi-Purpose Dam, Ondo State, Southwestern Nigeria

Composite water samples taken from Owena Multi-purpose Dam in six sampling campaigns covering the wet and dry seasons were analyzed for physico-chemical and microbial characteristics using standard methods for the examination of water and wastewater jointly published by the American Public Health Association, American Water Works Association and Water Pollution Control Federation. Results showed significant (p < 0.05) seasonal variations in most measured parameters with few showing significant spatial variation. The characteristics of the water from the dam lake revealed an acceptable quality for most measured parameters with low chemical pollutants burden when compared with drinking water standards and water quality for aquaculture. However, high values of turbidity, colour, iron, manganese and microbial load were recorded compared with drinking water standards, which call for proper treatment of the water before distribution for public consumption.

Physical Characterization and Evaluation of the Water Potential of the Watershed of the Ferlo Fossil Valley, Senegal: Louga Area

This study is an evaluation of the water potential of the Ferlo fossil valley in the Louga area in Senegal. It consisted in determining the volume of water that could be mobilized at the level of a confluence point of the waters according to the flow lines, where a dam would be placed to create a reservoir. This volume of mobilizable water was compared to the average water consumption of the area in order to evaluate its adequacy or not. To do this, a delineation, physical characterization and mapping of the Ferlo watershed was done using Google Earth, Global Mapper and Arc GIS softwares. A catchment area of 28,754 sq·km was obtained with a perimeter of 976 km, an average slope of 0.52% and a hydraulic length of 336 km. Then the decennial runoff of the watershed was calculated using the CIEH method, this flow is estimated at 1120 cm/s. On the basis of this flow, the annual volume of water that can be mobilized was estimated at 11,089,758 cm per year with a solid deposits of 93 cm per year. The conclusions reached are that there is a lack of mobilizable water resources in the area and that the entire fossil valley needs to be rewatered to provide a sustainable alternative water source.

洪水期小浪底水库排沙影响因素及规律研究

小浪底水库排沙主要集中在汛前调水调沙期和汛期洪水期。2000—2022年汛前调水调沙期和汛期洪水期小浪底水库累计排沙分别为4.840亿t和21.546亿t,分别占水库运用以来排沙总量的18.3%、81.5%。研究表明,入库水量与回水长度是影响汛前调水调沙期小浪底水库排沙效果的主要因素;入库水量越大,回水长度越短,排沙效果越好。通过多元回归得到了汛前调水调沙期小浪底水库排沙量与影响因素的关系。汛期洪水期小浪底水库排沙主要影响因素为壅水指标和进出库流量比,通过研究量化了汛期洪水期排沙比与影响因素的关系。

关于加强水库大坝下游水位监测的认识与建议

下游水位监测是1级~5级水库大坝必设的安全监测项目,但在实际建设过程中常常被忽视或误解,不利于充分发挥监测系统作用。通过设置下游水位监测,可以确定准确完整的坝体浸润线位置,支撑智慧水利建设;定量分析监测断面的防渗效果与渗流安全性态,提高渗流安全监测资料分析深度;为大坝渗流计算提供可靠的重要边界条件参数,提升渗流计算成果可靠性与准确性。下游水位监测对大坝安全监测以及大坝安全管理至关重要,建议有条件的水库补充设置下游水位监测,进一步完善大坝安全监测系统。

充气式橡胶坝的模型试验及有限差分研究

橡胶坝的挡水性能优越,兼具实用性与景观性,被广泛用在城市河流挡水闸坝和溢流坝等领域。充气式橡胶坝相比充水橡胶坝,安装和拆卸更为方便,但目前充气式橡胶坝采用查表法进行粗略设计,过程复杂且存在误差。鉴于此,设计大比尺模型试验测试充气式橡胶坝在充气、挡水条件下的坝袋截面形状和袋体张拉力分布特点。基于有限差分软件建立充气式橡胶坝的力学模型,通过大比尺模型试验和现行设计规范验证了该模型的准确性。分析充气式橡胶坝在挡水过程中横截面几何形状及尺寸、张拉力与上游水位及内部气压之间的关系。结果表明:坝袋宽度B、接地宽度b随上游水位增大呈非线性增加;坝袋高度H、横截面面积A随上游水位增大呈非线性减小。设计工况下,坝袋高度H、横截面面积A随气压增加呈非线性增大,坝袋宽度B、接地宽度b随气压增大呈非线性减小;坝袋张拉力与气压呈正比关系。基于Chapman-Richard曲线模型对设计工况下的几何尺寸、张拉力与内部气压间的关系进行拟合,提出橡胶坝简化设计计算公式,可用于充气式橡胶坝的设计计算。

循环水浸作用下煤体孔隙与损伤演化机制实验研究

煤柱坝体作为矿井采空区水库的主要承载结构,在多场耦合影响下的损伤失稳机制直接制约采空区水库的长期安全稳定运行。本文借助核磁共振(NMR)研究了“单侧”浸水条件下不同次数循环浸水下煤样T2谱图、孔喉、孔隙率变化和核磁图像演化规律,分析了单侧循环浸水次数不断增加下煤样内部孔隙演化规律以及单轴压缩破坏形态特征,揭示了煤样水浸损伤破坏机制,结果表明,随循环浸水次数的增加,煤样孔隙数、孔喉占比、孔隙率均保持增长的态势,分别增长了67.18%、3.48%、3.49%。煤样单轴抗压强度与残余强度逐渐减小,煤样的平均峰值强度由15.74 MPa依次下降到11.76、9.65、8.41 MPa,循环浸水9次煤样相较于初始状态煤样的平均单轴抗压强度下降46.56%,平均残余强度从未循环浸水的5.55 MPa依次下降到3.08、2.44、0 MPa。煤样单侧循环浸水水分子由浸水侧逐渐向煤样内部渗流,最后扩展至整个煤样,进一步造成孔隙率增加。长期的循环浸水对煤样的软化作用十分显著。研究结果为采空区水库空间结构稳定性控制提供了科学依据。

Dam Safety in Jordan: Factors Affecting Dam Safety, Responsibilities and Required Actions

Dams in Jordan are exposed to a variety of natural and manmade threats like dams worldwide, but with some peculiar threats due to Jordan’s semi-arid climate, steep topography, tectonic activity, especially along the Jordan Rift Valley, position in the turbulent Middle East area, and weak socio-economic situation. In this study, the threats facing the main dams in Jordan are discussed and their sources are defined. The responsible agencies for reducing the threats and eliminating their sources are identified, as long as they are manmade. Natural threats are dealt with as superimposed and Jordan has to adapt to them by taking the necessary protective measures. The study concludes that all dams in Jordan are threatened by climate change and siltation and hence reduction in storage. The quality of stored water in dams, which are used for supplying drinking water such as Al-Wehdah, Wadi Al-Arab, Ziglab, Al-Wala and to a certain extent Al-Mujib is threatened by pollution due to urbanization, agricultural and industrial activities. All dams in Jordan are exposed to sabotage threats, which may negatively affect dams’ water quantities and quality. The stability of dams due to engineering failures is observed in the cases of Al-Kafrain, the left abutment of Al-Mujib, the spillway of Wheidi and eventually Al-Wala Dam. The latter was raised based on unique construction technology. The study recommends developing and implementing, as soon as possible, rigorous action plans to eliminate or, minimize the impacts of threats facing dams in Jordan.

基于水气两相模拟的薄水舌、大落差水力特性分析及结构影响分析

对高拱坝深孔小开度泄流时,薄水舌、大落差条件下的水力特性及对水垫塘底板结构影响进行分析。通过水力学规范公式、刘培清等人总结的经验公式对不考虑空气阻力、掺气作用时的临底水力特性进行分析;并考虑水气两相作用,采用数值模拟方法对比研究薄水舌、大落差条件下,空气对水舌的阻力及掺气作用,分析临底水力特性及结构影响,为通过坝身孔口实现水垫塘反充水的思路提供支撑,为类似研究和工程应用提供借鉴和参考。

排渗失效下尾矿库溃坝三维模型试验研究

针对尾矿库渗透破坏模式,为克服二维试验槽边壁效应对模型渗流走向及溃决位置的影响,本文以某尾矿库为原型,基于自主设计的三维尾矿库溃坝模型试验平台,进行了排渗设施失效诱发的尾矿库溃坝模型试验研究,揭示了该尾矿库的溃决模式及溃决机理。结果表明:(1)排渗失效导致的溃坝呈现局部流土破坏-坝体累计变形-深层滑动面发展贯通-整体突发失稳的渐进伴突发型溃决演化模式;(2)坝体孔隙水压力骤变是坝体发生滑动破坏的关键响应指标,预示着坝体将在短时间内由滑动体前后缘局部散浸软化、流土、塌陷转变为大范围溃决,可作为坝体溃决事故的前兆信息;(3)排渗失效导致的尾矿库溃坝过程具有渐进性和突发性的特点,发生散浸与流土破坏的过程时间较长,发生深层滑动和溃决的时间短暂,该特征可为尾矿库渗透破坏隐患治理及坝体溃决应急响应提供参考。研究结果对尾矿库溃坝的灾害预防具有重要的现实意义。

基于混凝土防渗填筑技术的水利大坝工程施工设计研究

针对水利大坝工程混凝土防渗填筑技术施工设计面临的渗透控制问题,研究提出了一种新的混凝土配合比优化方法。该方法通过科学配比混凝土材料,提高了混凝土的抗渗性能,从而有效解决了大坝混凝土渗透问题。研究结果表明,水利大坝水平位移在5个月后趋于平稳,最终位移量约为10 cm。大坝结构稳定,没有出现异常变形或潜在的安全问题。

无定河流域浮游动物群落结构特征及水质生物评价

为探究无定河流域浮游动物群落结构特征及其水质状况,于2021年春秋季对无定河干流、6条支流及3个淤地坝水体展开生态调查。共鉴定出浮游动物125种,其中原生动物40种、轮虫54种、枝角类15种、桡足类16种,秋季物种数(103种)高于春季(76种),均以小型浮游动物为主。浮游动物优势种共31种,以臂尾轮虫和龟甲轮虫等富营养型水体指示生物居多,春季优势种优势度整体高于秋季。春季浮游动物平均密度(360.9个/L)和平均生物量(0.600 mg/L)均高于秋季(83.6个/L、0.298 mg/L),且春秋季淤地坝水体中浮游动物平均密度和生物量均高于河流。非度量多维尺度分析也表明:河流与淤地坝2种水体中的浮游动物群落分布存在差异,采用冗余分析进一步探明,主要差异为河流和淤地坝2种水体中影响浮游动物群落分布的环境因子不同,其中化学指标(溶解氧、盐度、亚硝氮、硝态氮、溶解磷、叶绿素a)和物理指标(水深、透明度、浊度)分别是影响河流和淤地坝水体中浮游动物群落结构的主要环境因子。水质生物评价结果显示,春秋季水质均为无定河干流最优,支流次之,淤地坝水质最差,且干流中下游水质优于上游。