紫坪铺坝下游过饱和溶解气体原型观测研究

在总结国内外关于水电站大坝下游总溶解气体(TDG)过饱和问题的研究现状的基础上,对紫坪铺坝下游河段的过饱和气体进行了原型观测,指出下泄流量与下游TDG饱和度有着较好的相关关系;河道水深是影响过饱和气体消减速率的重要因素;在同样单宽流量下,含沙水体比清水有更高的TDG饱和度。这一研究为更深入的开展高坝下游过饱和溶解气体的产生及消减过程理论研究提供了依据,对高坝下游水生生物保护具有重要作用。     

三峡大坝下游溶解氧变化特性及影响因素分析

根据三峡工程坝区水域实测数据,分析了水库蓄水以后大坝上、下游断面溶解氧浓度和溶解氧饱和度的变化特性,探讨了水位、流量因素对大坝下游水体溶解氧量的影响。结果表明,坝身孔口过流水体大量掺气后进入下游河道导致下游水体溶解氧浓度和饱和度显著增加,甚至达到超饱和状态。由于电站过流基本不改变水体溶解氧量,在电站和坝身孔口同时过流时,两种水体掺混后,下游溶解氧量主要受流量比的影响。此外,下游溶解氧量随流量的增加和下游水位的升高而增大。过坝总流量超过35 000 m3/s,下游水位超过68 m以及坝身孔口过流流量占总流量的绝大部分时,需特别重视溶解氧超饱和现象对水生生物可能造成的影响。     

考虑气相硬化的准饱和黏土弹塑性模型

假定准饱和黏土由饱和基质（土骨架和水）和封闭气体组成,采用饱和基质塑性体应变和气体塑性体应变作为硬化参数以反映准饱和黏土的塑性硬化行为,在综合考虑气体溶解系数随温度和水中含盐量变化、预固结应力随封闭气体的变化等关键因素的基础上,基于临界状态土力学理论提出了可以反映封闭气体气压变化对准饱和黏土力学影响的弹塑性本构模型。模型共计10个材料参数,均可通过等向压缩试验和三轴剪切试验获得。通过与已有试验数据对比分析,结果显示本模型可以较好地模拟准饱和黏土在不排水应力路径下的应力-应变关系、孔隙水压力发展以及饱和度的演变规律;所建立模型形式简单,参数易于确定,为准饱和黏土地基中岩土工程问题的设计、计算及灾变控制提供了重要的理论基础。     

水体中溶解有机物的特性与测量

系统评述了水体中溶解有机物的特性及测量方法。介绍了水体中溶解有机物的研究概况,指出了开展水体中溶解有机物定量监测的必要性;详述了水体中溶解有机物的激光诱导荧光测量方法、对水体中有机物荧光光谱进行分析的特征光谱荧光标记技术和荧光强度归一化处理技术,以及利用激光诱导荧光方法测量水体中溶解有机物浓度的标定方法;综述了多种因素对利用激光诱导荧光方法测量的影响。     

多尺度多孔介质有效气体输运参数的分形特征

非常规油气资源的孔隙结构及其连通性非常复杂,其孔隙尺度从毫米到纳米跨越多个量级.多孔介质中气体的输运过程不仅依赖于介质的多尺度微观结构特征,还依赖于气体的相关属性.气体在多尺度多孔介质中的输运过程包括无滑流、滑脱流和过渡流,涉及分子扩散和努森扩散等多种机制,因此很难用唯一的连续介质理论来描述气体的输运特征.大量的数据表明真实多孔介质中的内部孔隙具有分形标度特征,因此采用分形几何表征多尺度多孔介质的孔隙结构,引入孔隙分形维数和迂曲度分形维数定量表征多孔介质的微结构和弯曲流道,建立多尺度多孔介质气体输运过程的细观模型;推导了多尺度多孔介质中气体的有效渗透率和有效扩散系数,并讨论了多尺度多孔介质微结构参数和气体属性对于气体等效输运特性的定量影响.该研究不仅可以丰富渗流理论,且有利于深入理解非常规油气藏的产出机制.      

地球化学作用下饱和-非饱和介质水力-传质-传热耦合模型

地球化学作用是影响岩土类多孔介质中流体流动、传质、传热的重要因素之一。基于Fredlund所提出的非饱和土四相理论,将地球化学作用所产生的溶解/沉淀视为一个独立相,在一定的假设基础上,利用溶质浓度对介质孔隙度、含水率进行修正,从而建立起传质过程与介质水力性质之间的关系,改进了传统模型中传质过程与流体密度、黏度之间单一的耦合关系;并以此为基础建立了考虑地球化学作用下饱和-非饱和介质中多组分、多相流体渗流场-浓度场-温度场耦合的数学模型。通过在实验室内对反应性煤矸石进行渗透实验的结果对笔者所建模型进行了验证,结果表明：综合考虑溶解作用时所测点处渗流速度与未考虑耦合作用的结果相比增大0.58倍;单独考虑溶解/沉淀相时,所测点处渗流速度与未考虑密度耦合作用时的结果相比增大0.44倍。水流的实际渗透速度与在使用考虑溶解/沉淀相计算模型时的结果吻合较好。     

水库水气界面温室气体通量监测方法综述

水库水体中的有机碳,经过水中微生物代谢分解,生成甲烷、二氧化碳等温室气体,通过扩散、气泡等方式,经由水气界面排向大气.目前国外对水库水气界面的温室气体通量监测已经发展了静态箱法、梯度法、倒置漏斗法、TDLAS法以及涡度相关法等.综述了以上监测方法的原理、应用、优缺点及适用范围,从水体、陆地和气候环境方面分析了影响水气界...     

吴岭水库枢纽工程渗流分析

对湖北省京山县吴岭水库枢纽工程中土坝剖面进行了有限元渗流计算，分析了大坝基础部位的残坡积土和强风化砂岩的强透水性以及下游排水体对于大坝渗流场的影响，指出现有坝体断面设计的不合理是导致大坝下游坡面散浸的原因，为大坝的工程处理提供了依据，也为今后土坝设计提供了借鉴。     

太湖梅梁湾温室气体(CO2,CH4和N2O)浓度的昼夜变化及其控制因素

营养盐载荷增加、富营养化以及全球增温等对湖泊温室气体的影响目前认识还很有限,原因之一在于对湖泊温室气体产生的动力过程了解不够深入,缺少高时间分辨率的现场观测数据.为了解决这一问题,在富营养的太湖梅梁湾水体,每一小时收集一个样品,直接分析N2O和CH4饱和度、CO2分压(pCO2)以及其他地球化学参数.在7月份的观测中,N2O和CH4显示出显著的昼夜变化规律.相关性分析表明,有机质降解是调节湖泊N2O和CH4变化的重要因素之一.虽然人为活动是控制湖泊温室气体大规模变化的主要因素,但沉积物一水界面的生物地球化学过程对温室气体浓度在短时间尺度上的变化有着重要的影响.研究结果揭示了湖泊温室气体除了受人为活动影响外,湖泊自身的生物地球化学过程也是重要的调控因素之一.     

准饱和多孔介质中圈闭气体对渗透系数的影响

含圈闭气体的地下水流称为准饱和流,准饱和流中的圈闭气体对含水层渗透系数有重大影响。通过柱试验开展了粉砂、细砂、中砂和粗砂4种介质圈闭气体饱和度与准饱和渗透系数关系的研究。结果表明:圈闭气体饱和度明显受介质的粒径影响,在细粒介质中圈闭气体饱和度明显较大;4种介质圈闭气体饱和度在0~15%范围内,准饱和渗透系数与完全饱和相比减少了32.82%~56.38%,且准饱和渗透系数与圈闭气体饱和度之间可表达为一个负线性相关的经验公式;该公式与Faybishenko公式等效,但形式简单,参数较少,使用方便;准饱和渗透系数的变化规律可概化为圈闭气体占据了原有的有效孔隙,造成原有效孔隙度减少,从而使渗透系数减小。利用该理论,Kozeny-Carman方程能较准确地描述准饱和渗透系数的变化规律,而基于哈根-泊肃叶方程的渗透系数公式则存在较大误差,不适用于描述准饱和渗透系数;试验结果证明了室内测定饱和渗透系数时排除圈闭气体的必要性。     

A network flow model for the genesis and migration of gas phase

We present a network flow model to compute transport, through a pore network, of a compositional fluid consisting of water with a dissolved hydrocarbon gas. The model captures single-phase flow (below local bubble point conditions) as well as the genesis and migration of the gas phase when bubble point conditions are achieved locally. Constant temperature computational tests were run on simulated 2D and 3D micro-networks near bubble point pressure conditions. In the 2D simulations which employed a homogeneous network, negligible capillary pressure, and linear relative permeability relations, the observed concentration of CO₂ dissolved in the liquid phase throughout the medium was linearly related to the liquid pressure. In the case of no gravity, the saturation of the gas phase throughout the medium was also linearly related to the liquid pressure; under gravity, the relationship became nonlinear in regions where buoyancy forces were significant. The 3D heterogeneous network model had nonnegligible capillary pressure and nonlinear relative permeability functions. While 100 % of the CO₂ entered the 3D network dissolved in the liquid phase, 25 % of the void space was occupied by gas phase and 47 % of the CO₂ exiting the outlet face did so via the gaseous phase after 500 s of simulation time.     

海上地震勘探GI枪子波数值模拟

GI枪震源已经逐步成为海上地震勘探的主要激发方式。常规气枪只有一个腔室,而GI枪具有G腔和I腔2个腔室,能够较好地压制气泡振荡。基于自由气泡振动理论,分析GI枪的激发机制,在考虑气泡壁的热传导作用和流体粘度对气泡振动影响的基础上,建立了海上勘探GI枪子波数值模型,并对气泡的振动过程和远场地震子波进行了数值模拟。结果表明:当G腔内气体释放所形成的气泡体积达到最大时,I腔内气体的释放有效地抑制了气泡的收缩,气泡壁运动速度明显减小,气泡变得稳定;GI枪激发所产生的子波具有明显的峰值和较小的旁瓣,有利于高分辨率海上地震勘探。     

Experimental investigations on the formation of excess air in quasi-saturated porous media

The formation of an excess of dissolved gas (“excess air”) in quasi-saturated media was studied by analyzing and interpreting dissolved noble gas concentrations in laboratory column experiments. Using quartz sand filled columns of 1 m length, two different experimental designs were realized. In the first, groundwater recharge was simulated by a unidirectional vertical water flow through the columns. In the second, groundwater level fluctuations in an aquifer zone without active infiltration were reproduced by cyclic water level fluctuations in the columns. The reproducible generation of excess air under these defined, near natural conditions was successful. Partial or complete dissolution of air bubbles entrapped in the quartz sand could be identified as the mechanism responsible for the generation of excess air. Depending on the experimental design, supersaturation of the dissolved atmospheric noble gases ranging between 1.4% ΔNe and 16.2% ΔNe was found. The measured noble gas patterns were interpreted using inverse modeling and conceptual gas exchange models and were compared to results of numerical simulations of gas bubble dissolution in water filled soil columns. The gas composition in most of the samples resembles either unfractionated pure atmospheric excess air or is fractionated in accordance with closed-system equilibration between entrapped air and surrounding water. In addition to the amount of entrapped air, the hydrostatic pressure exerted on the entrapped air bubbles is the dominating parameter responsible for the total amount of dissolved air. The composition of the excess air component is controlled by the water flow regime, the bubble size distribution, the initially dissolved gas concentrations and the initially entrapped gas composition.     

Experimental investigation into rockfill dam failure initiation by overtopping

Rockfill is the most abundant building material. It is often used for water retention under different contexts, such as dams, embankments or drainage systems. Climate change may cause water levels to rise in reservoirs. As rockfill structures are not able to resist strong overtopping flow, rising water levels will constitute a danger for rockfill dam stability as well as for people living nearby. This work is aimed at the development of an empirical formula that enables calculation of the critical water level of overflow at the crest from the geometrical and physical parameters of a dam. To achieve these objectives, several experimental tests on a rockfill dam model with two different impervious cores, moraine with a sand filter and an empty wooden formwork, were conducted in a hydraulic channel at the hydro-environmental laboratory at École Polytechnique de Montréal. The purpose of these tests was to study the initiation of a riprap failure under the influence of different variables, such as rock size, riprap bank, downstream side slope and bed slope. Results showed linear trends between the critical water level and both the downstream side slope and bed slope. Also, a power trend was observed between the critical level and riprap grain size. A formula that gives the critical overtopping water level was developed from these results.     

An evaluation of existent methods for estimation of embankment dam breach parameters

The study of dam-break analysis is considered important to predict the peak discharge during dam failure. This is essential to assess economic, social and environmental impacts downstream and to prepare the emergency response plan. Dam breach parameters such as breach width, breach height and breach formation time are the key variables to estimate the peak discharge during dam break. This study presents the evaluation of existing methods for estimation of dam breach parameters. Since all of these methods adopt regression analysis, uncertainty analysis of these methods becomes necessary to assess their performance. Uncertainty was performed using the data of more than 140 case studies of past recorded failures of dams, collected from different sources in the literature. The accuracy of the existing methods was tested, and the values of mean absolute relative error were found to be ranging from 0.39 to 1.05 for dam breach width estimation and from 0.6 to 0.8 for dam failure time estimation. In this study, artificial neural network (ANN) was recommended as an alternate method for estimation of dam breach parameters. The ANN method is proposed due to its accurate prediction when it was applied to similar other cases in water resources.

     

易贡滑坡堰塞湖溃坝洪水分析

滑坡堰塞坝体主要由块石、碎石土等松散材料组成,随着上游水位的不断上升,极易失稳,一旦决口将对给下游人民的生命财产安全造成极大的威胁。因此,研究堰塞坝溃坝问题具有重要的学术意义和应用价值。2000 年 4 月 9 日,西藏林芝地区波密县易贡藏布河扎木弄沟发生大规模山体滑坡堵塞易贡藏布江,形成坝高60m,长约2500m,库容可达288108m3,体积约28108～30108m3的滑坡堰塞湖, 2000年6月10日堰塞坝溃决。本文以易贡堰塞湖溃坝为例,从连续性方程及Navier Stokes方程出发,结合标准型湍流模型,并采用VOF方法进行自由面处理,基于流体计算软件Fluent模拟分析了溃坝洪水在下游弯曲河道的演进过程及不同位置的流速变化。数值模拟结果与实测资料记录基本一致,表明该模型能够模拟溃坝洪水在地形复杂弯曲河道中的演进过程。     

闸坝调控对河流水生态环境影响特征分析

为探讨闸坝工程对河流水生态环境的影响效应,进行实地闸坝调控实验,监测河流水质指标在不同调控(0 m3/s、20 m3/s、40 m3/s和60 m3/s)方式下的空间变化,并调查水生态指标,探析长期和短期的调控干扰对河流水生态环境的影响特征。结果表明:60 m3/s调控,有助于闸下污染物的氧化和分解,提高河流水体的自净作用;水体的强烈冲刷和扰动作用促进底泥中污染物向水体转化,极易造成闸下区域水体的突发性二次污染;短期频繁地开闸调控对浮游动植物的密度分布影响显著;长期的调控干扰导致水生生物群落和结构单一,水生态环境显著恶化,闸上区域负面影响更为严重。研究结果可为河流生态修护与可持续流域水环境管理提供科学依据。     

具有补给气的异常高压有水凝析气藏物质平衡方程建立及应用

物质平衡法是计算气藏地质储量、水侵量、补给气量的有效方法之一.具有补给气的异常高压有水凝析气藏是气藏开发中最复杂的类型之一, 兼具异常高压气藏、凝析气藏和补给气的边底水气藏的特性.综合考虑开发过程中的凝析油析出, 岩石、束缚水和凝析油弹性膨胀, 水相挥发, 凝析气相中水蒸气增多, 水溶气溢出, 边底水的推进及外来气补给等复杂物理现象, 根据物质平衡原理, 推导了具有补给气的异常高压有水凝析气藏物质平衡方程, 并运用相对海明距离及关联度理论, 以驱动指数均方差、比拟压力与采出程度偏差指数和综合目标函数为分析因素, 分析了各组合方案贴近程度及相似程度, 挑选最佳组合方案并确定出地质储量、补给气量及水侵量, 同时计算了水体倍数.实例计算表明: 中国西北某凝析气藏地质储量为66.80×108 m3, 如果忽略凝析油, 计算地质储量偏大, 误差高达91.77%, 其次是水侵、弹性膨胀和气侵的影响, 误差分别为75.75%、23.95%和12.87%, 而溢出水溶气为2.69%与水蒸气为1.65%, 影响较小, 但也不可忽略.