“水资源域”概念在美国五大湖的应用(英文)

"水资源域"为在某一时段向河口或某一地点,传送水、水中营养物、泥沙或其它物质的空间范围。这一新概念与"流域"概念既相似又不同:1)流域边界以地貌特征来确定,相对稳定。而水资源域的边界以水文事件中的水和物质传播范围来确定,随时空而变化;2)流域强调给定空间范围内水和物质的时间分布,而水资源域强调水和物质随时间和空间二者相互变化的动态分布;3)水资源域综合考虑了不同尺度的时空即时变化对水资源及物质传播的影响。这一新概念应用遥感、空间分析、追踪及模拟技术分析流域空间模式与过程,为水资源探索、分析、模拟及预测提供了一种全新的方法与途径。该文以美国伊利湖茅密河为例,应用分布式大流域模型计算了水资源域的分布。     

1961-2005年水利水保措施对潮河流域年径流量的影响(英文)

Taking the Chaohe River Basin above the Miyun Reservoir in North China as a study area,the characteristics and variation trends of annual runoff and annual precipitation during 1961-2005 were analyzed applying Mann-Kendall test method on the basis of the hydrologic data of the major hydrological station(Xiahui Station) located at the outlet of the drainage basin and the meteorological data of 17 rainfall stations.Human activities including water conservancy projects construction and water diversion as well as implementation of soil and water conservation from 1961 to 2005 were carefully studied using time series contrasting method.The referenced period(1961-1980) that influenced slightly by human activities and the compared period(1981-2005) that influenced significantly by water conservancy and soil conservation measures were identified according to the runoff variation process analysis and abrupt change points detection during 1961-2005 applying double accumulative curve method,mean shift t-test method and Mann-Kendall mutation test technique.Based on the establishment of a rainfall-runoff empirical statistical model,impacts and the runoff-reducing effects of water conservancy and soil conservation measures on runoff reduction were evaluated quantitatively.The major results could be summarized as follows:(1) The annual precipitation in the drainage basin tends to decrease while the runoff has declined markedly since the 1960s,the average annual runoff from 1991 to 2000 was only 90.9% in proportion to that from 1961 to 1970.(2) The annual runoff variations in the drainage basin are significantly related to human activities.(3) During 1981-1990,1991-2000,2001-2005 and 1981-2005,the average annual runoff reduction amounts were 1.15×108,0.28×108,1.10×108 and 0.79×108 m3 respectively and the average annual runoff-reducing effects were 31.99%,7.13%,40.71% and 23.79% accordingly.Runoff-reducing effects by water conservancy and soil conservation measures are more prominent in the low water period.     

新疆河流年径流量对夏季0C层高度变化的响应

According to climate features and river runoff conditions, Xinjiang could be divided into three research areas: The Altay-Tacheng region, the Tianshan Mountain region and the northern slope of the Kunlun Mountains. Utilizing daily observations from 12 sounding stations and the annual runoff dataset from 34 hydrographical stations in Xinjiang for the period 1960-2002, the variance of the summertime 0℃ level height and the changing trends of river runoff are analyzed both qualitatively and quantitatively, through trend contrast of curves processed by a 5-point smoothing procedure and linear correlation. The variance of the summertime 0℃ level height in Xinjiang correlates well with that of the annual river runoff,especially since the early 1990s, but it differs from region to region, with both the average height of the 0℃ level and runoff quantity significantly increasing over time in the Altay-Tacheng and Tianshan Mountain regions but decreasing on the northern slope of the Kunlun Mountains. The correlation holds for the whole of Xinjiang as well as the three individual regions, with a 0.01 significance level. This indicates that in recent years, climate change in Xinjiang has affected not only the surface layer but also the upper levels of the atmosphere, and this raising and lowering of the summertime 0℃ level has a direct impact on the warming and wetting process in Xinjiang and the amount of river runoff. Warming due to climate change increases the height of the 0℃ level, but also speeds up, ice-snow melting in mountain regions, which in turn increases river runoff, leading to a season of plentiful water instead of the more normal low flow period.     

极限蓄水位下洞坪水库大沟湾滑坡稳定性预测

滑坡灾害具有很强的空间变异性和随机性,应作非线性动态系统考虑。利用传递系数法,反演出极限蓄水位时大沟湾滑坡在不同安全系数下临界状态的剪切强度参数关系,对试验得到的剪切强度参数进行分析,结合工程地质类比法,由统计方法得到滑带土剪切强度参数的分布规律,并生成随机剪切参数。假设Mohr-Coulomb准则在滑坡体自重应力范围内服从线性分布,由试验参数在? -? 坐标内的分布曲线,结合天然状况下滑坡体正应力范围得到c-? 包络多边形,由此考虑剪切参数相关性,筛选出有效的随机剪切参数。通过Monte Carlo模拟,统计有效样本与反演得到的不同安全系数条件下极限平衡c-? 关系曲线的位置分布关系,得到不同安全系数滑坡的破坏概率。对极限蓄水位条件洞坪水库大沟湾滑坡稳定状况进行预测,结果表明,滑坡届时处于极高风险状态,稳定性很差。结合蓄水过程中两次对滑坡体实地考察得到的滑坡体变形特征表明,研究结果吻合。     

Impacts of water conservancy and soil conservation measures on annual runoff in the Chaohe River Basin during 1961–2005

Taking the Chaohe River Basin above the Miyun Reservoir in North China as a study area, the characteristics and variation trends of annual runoff and annual precipitation during 1961–2005 were analyzed applying Mann-Kendall test method on the basis of the hydrologic data of the major hydrological station (Xiahui Station) located at the outlet of the drainage basin and the meteorological data of 17 rainfall stations. Human activities including water conservancy projects construction and water diversion as well as implementation of soil and water conservation from 1961 to 2005 were carefully studied using time series contrasting method. The referenced period (1961–1980) that influenced slightly by human activities and the compared period (1981–2005) that influenced significantly by water conservancy and soil conservation measures were identified according to the runoff variation process analysis and abrupt change points detection during 1961–2005 applying double accumulative curve method, mean shift t-test method and Mann-Kendall mutation test technique. Based on the establishment of a rainfall-runoff empirical statistical model, impacts and the runoff-reducing effects of water conservancy and soil conservation measures on runoff reduction were evaluated quantitatively. The major results could be summarized as follows: (1) The annual precipitation in the drainage basin tends to decrease while the runoff has declined markedly since the 1960s, the average annual runoff from 1991 to 2000 was only 90.9% in proportion to that from 1961 to 1970. (2) The annual runoff variations in the drainage basin are significantly related to human activities. (3) During 1981–1990, 1991–2000, 2001–2005 and 1981–2005, the average annual runoff reduction amounts were 1.15×10⁸, 0.28×10⁸, 1.10×10⁸ and 0.79×10⁸ m³ respectively and the average annual runoff-reducing effects were 31.99%, 7.13%, 40.71% and 23.79% accordingly. Runoff-reducing effects by water conservancy and soil conservation measures are more prominent in the low water period.     

围岩作用下锚杆砂浆锈胀开裂过程分析

从砂浆锚杆锚固体自身的特点出发,借鉴钢筋混凝土结构锈胀开裂研究成果,对锚杆砂浆锈胀开裂过程进行了分析。考虑锚杆锈蚀体积膨胀过程,以填充系数表示砂浆开裂过程中锚杆锈蚀产物的损失,建立了锚杆锈蚀后砂浆内部位移模型,以弹性力学为基础,引入围岩参数影响系数概念,对锚杆锈蚀导致砂浆保护层开裂过程以及围岩参数对开裂过程的影响程度等进行了分析研究,并采用有限元分析方法对其进行了验证。理论分析结果表明,因锚杆锈蚀而导致的砂浆保护层开裂以及裂纹的扩展情况均与围岩特性密切相关,砂浆开裂后裂纹会经历一段稳定扩展过程,裂纹的最大稳定扩展半径随围岩参数影响系数的增加而增大,在合适的围岩参数条件下,裂纹可以一直稳定扩展致整个砂浆保护层外壁。有限元分析结论与理论结果一致。     

季冻区土质边坡滑动界面临界深度的试验研究

为研究季节冰冻区土质边坡春融期常发生的浅层滑坡灾害,考虑盐水冰点低于水的冰点这一物理特性,设计了模拟土坡内部冻融界面的试验方法。比较了在不同含水率时,经冻融循环后土质边坡滑动面的临界深度,验证了在冻融界面上土质边坡的破坏形态,根据试验结果拟合了符合本文土样条件的土质边坡滑动面临界深度的损伤模型。分析表明,冻融循环后,随含水率和冻融循环次数的增加,边坡滑动破坏的临界深度值逐渐减小,经对试验数据拟合提出的临界深度随冻融循环损伤模型,可为季节冰冻区的边坡设计提供参考。     

黏土大剪切变形中的渗透特性试验研究

利用改进的三轴渗透试验装置对某高堆石坝心墙黏土进行了一系列剪切过程中的渗透试验,揭示了黏性土发生大剪切变形过程中其渗透系数随轴向应变的变化规律,并分别对围压、渗透压力、渗透方向等因素对土体渗透性的影响进行了探讨。研究结果表明,黏性土大剪切变形过程中其渗透性变化规律一般表现为：在剪切变形起始阶段,渗透系数迅速减小,随着轴向应变的增加,其变化越来越缓慢,最后基本上趋于稳定。轴向应变、围压、渗透压力等是影响渗透系数的主要因素。     

中国县域耕地与农业劳动力变化的时空耦合关系

利用1996 年、2000 年和2005 年中国县域耕地与农业劳动力数据,基于GIS 技术和模型方法,分析了县域耕地面积与农业劳动力变化态势及其时空耦合特征。研究表明：① 县域耕地面积和农业劳动力变化均呈先增后减态势。1996-2000 年,耕地总量、劳动力数量分别增长2.70%和1.40%;2000-2005 年,耕地总量、劳动力数量分别减少1.51%和8.18%。②“胡焕庸线”是刻画中国耕地和劳动力变化格局的重要分界线。沿此线带状区域内因退耕还林造成耕地快速减少,而农业劳动力转移滞后;其西北部区域耕地快速增加,农业劳动力也在增长;其东南部区域耕地明显减少,而农业劳动力减少速度更快,二者呈现协调态势。③ 耕地非农化进程中县域劳动力转移效率呈下降趋势。1996-2000 年和2000-2005 年,全国分别有447 个和505 个县域的耕地减少和劳动力转移呈良性变化,90%的县域劳耕弹性系数(LFEC) 的中位数分别为4.58 和2.97。④ 基于SOM自组织特征映射神经网络聚类方法,可将1996-2005 年中国县域耕地与劳动力变化的耦合特征划分为9大类型区。多情景模拟分析表明,2005-2015年的LFEC趋势值为2.55。     

采用体波谱振幅相关系数方法研究地震集中区震源机制变化过程

同一震源区两次地震到达某台站的直达P波、S波零频观测谱值之比与其辐射图型因子之比线性相关,而后者取决于震源机制的几何特性。用波形记录计算谱振幅相关系数,认为该系数是震源机制异同的归一化数值描述。据此对2003年青岛序列及冀鲁豫交界地区小震集中区地震事件进行聚类分组,给出序列事件的滑动平均相关系数的时序曲线。研究结果表明:青岛序列的滑动平均相关系数时序曲线存在由一致到发散的变化过程,即震源区应力场强度由相对集中向逐步分散过度;冀鲁豫交界地区小震集中区谱振幅相关系数较低,震源机制各不相同,区域应力积累没有形成任何一个优势方向。