Soil pipe flow tracer experiments: 1. Connectivity and transport characteristics          下载免费PDF全文

G. V. Wilson  J. R. Rigby  M. Ursic  S. M. Dabney 《水文研究》2016,30(8):1265-1279

Much debate has occurred in catchment hydrology regarding the connectivity of flow paths from upslope areas to catchment outlets. This study was conducted in two catchments, one with three upper branches, in a loess soil with a fragipan that fosters lateral flow and exhibits an extensive distribution of soil pipe collapse features. The study aimed to determine the connectivity of multiple soil pipe networks as well as determine pipe flow velocities during storm events. Fluorescein dye was injected directly into soil pipes at the upper most pipe collapse feature of four different hillslopes. Breakthrough curves (BTC) were determined by sampling multiple pipe collapse features downslope. The BTCs were used to determine the ‘average’ (centre of mass) and ‘maximum’ (first arrival) flow velocities. This study confirmed that these catchments contain individual continuous soil pipe networks that extend over 190 m and connect the upper most hillslopes areas with the catchment outlet. While the flow paths are continuous, the individual pipe networks consist of alternating reaches of subsurface flow through soil pipes and reaches of surface flow through gullies formed by pipe collapses. In addition, flow can be occurring both through the subsurface soil pipes simultaneous with surface flow generated by artesian flow from the soil pipes. The pipe flow velocities were as high as 0.3 m/s, which was in the range of streamflow velocities. These pipe flow velocities were also in the range of velocities observed in pinhole erosion tests suggesting that these large, mature soil pipes are still actively eroding. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

2012年江苏扬州M 4.9地震前地磁垂直分量日变双低点异常     

郭明瑞  胡久常  吴佳林  王桂丹  王锡娇  崔泽岩 《地震地磁观测与研究》2018,39(3):89-93

2012年6月13日和7月10日华东地区部分地磁台垂直分量日变形态出现双低点异常，首次异常出现后37天，于7月20日发生江苏扬州M 4.9地震，震中位于低点位移分界线附近。分析认为，在强震前由于应力变化，引起孕震体环境中介质电导率等电磁性质发生改变，区域地磁场垂直分量日变曲线出现相位和幅度变化，说明地磁垂直分量日变双低点异常与地震的孕育和发生相关。  相似文献   

2013-2016年乳山震群b值深度变化特征及意义     

申金超  徐波  张斌  苏道磊  刘晨 《地震地磁观测与研究》2018,39(2):25-32

利用双差定位方法，对2013年10月—2016年12月乳山震群进行重定位，并计算乳山震群中地震集中活动区域b值，分析其深度分布变化。结果显示：地震重定位后表现为近NW向集中分布；b值在震源深度7.4 km上下最小，反映该深度处应力最强；乳山震群b值并不随震源深度增大而呈系统性减小变化，且深度10.2 km以下无有效b值，进一步证实该震群近NW向发震断裂的存在。根据b值随深度的变化特征，推测断裂活动的高应力区域集中在6.5—10.2 km深度范围内，断裂活动在深度7.4 km处应力最强，且水平分布最广；相比上下两侧地壳介质b值在5.5—6.2 km深度层位明显增大，反映该深度层位介质性质存在明显差异。  相似文献   

部分预制型钢混凝土梁抗震性能试验研究          下载免费PDF全文

郭敬超  邵永健  梁松  薛祯钰 《世界地震工程》2018,34(4):016-23

为探究部分预制型钢混凝土梁的抗震性能，进行了7个部分预制型钢混凝土梁试件的拟静力试验，研究了试件的裂缝开展过程、破坏形态、承载能力、延性、耗能能力和刚度退化情况，探究预制截面模式、剪跨比和后浇混凝土强度等对其抗震能力的影响。结果表明:地震作用下，该7个试件力学性能较好，剪跨比是影响试件抗震性能的首要要素，剪跨比大的试件耗能能力强，型钢约束部分混凝土可以提高试件的耗能能力，截面模式和后浇混凝土强度对抗震性能影响不大。  相似文献   

A probabilistic approach for computing water retention of particulate systems from statistics of grain size and tessellated pore network     

Richard Wan  Mehdi Pouragha  Mahdad Eghbalian  Jérôme Duriez  Tai Wong 《国际地质力学数值与分析法杂志》2019,43(5):956-973

The paper offers an analytical determination of the hydraulic properties of an unsaturated soil with reference to its retention curve, which describes the relationship between the volumetric water content and capillarity through matric suction. The analysis combines a particulate approach focused on the physics at the pore scale, including microstructural aspects, with a probabilistic approach where the void space and grain size are considered as random variables. In the end, the soil water characteristic curve of an unsaturated granular medium along a drying path can be derived analytically based on the sole information of particle size distribution. The analysis hinges on the tessellation of a wet granular system into an assemblage of tetrahedral unit cells revealing a pore network upon which capillary physics are computed with respect to pore throat invasion by a non-wetting fluid with evolving pendular capillary bridges. The crux of the paper is to pass from particle size probability distribution to a matching void space distribution to eventually reveal key information such as void cell and solid volume statistics. Making reasonable statistically based assumptions to render calculations tractable, the water retention curve can be readily constructed. Model predictions compare quite favourably with experimental data available for actual soils, especially in the high saturation range. Having a sound scientific basis, the model can be made amenable to address a variety of soils with a wider range of particle sizes.  相似文献   

海水海砂混凝土双K断裂参数的确定   总被引：1，自引：1，他引：0  

臧朝会  杨树桐  金亮亮 《海洋工程》2019,37(4):142-150

采用尺寸为515 mm×100 mm×100 mm初始缝高比从0.1变化至0.8的三点弯曲梁试件,利用试验测得起裂荷载Pini、最大荷载Pmax及对应的裂缝口张开位移CMODc等参数,研究了缝高比a0/h对海水海砂混凝土双K断裂参数的影响。并以相同配合比的淡水河砂梁作为对照组,进一步研究了海砂海水混凝土双K断裂参数与普通混凝土之间的关系。结果发现海水海砂混凝土断裂参数在a0/h=0.25～0.7范围内时可以认为是一常数;海水海砂混凝土梁断裂参数比相同配合比情况下的淡水河砂梁大且对边界影响更加敏感。  相似文献   

土−水特征曲线测量过程中孔隙分布的演化规律探讨     

牛庚  邵龙潭  孙德安  韦昌富  郭晓霞  徐华 《岩土力学》2020,41(4):1195-1202

测量了在宽广吸力范围内原状样和压实样的脱湿持水曲线，对比分析了单双峰结构持水性能的差异；并利用压汞试验测试两种土样在脱湿过程的孔隙分布，分析了两者的差异并探讨了脱湿过程孔隙的演化规律；在考虑收缩变形的基础上，基于孔隙分布曲线确定了土?水特征曲线的基本参数。试验结果表明：原状样在宽广吸力范围内基本上呈单峰孔隙结构；饱和压实样具有单峰孔隙结构，随着吸力的增加，双峰结构越来越明显，当吸力达到很大时，演化成完全双峰孔隙结构。原状样的持水曲线为经典的S形，而压实样的持水曲线在过渡段出现了水平台阶状；低吸力段，压实样的持水曲线低于原状样，而高吸力段，两者的持水曲线基本重合。基于孔隙分布曲线确定了控制持水曲线进气值和残余值的孔径，并计算出对应的吸力值，其值更符合实际物理意义。  相似文献   

高烈度区双洞隧道洞口段地震响应分析与振动台模型试验          下载免费PDF全文

皇民  苑俊杰  赵玉如  毕洁同  王松 《中国地质灾害与防治学报》2020,31(1):113-119

强震作用下,隧道地下结构损伤严重,其中洞口段更是抗震的薄弱环节,但其影响规律和特点目前尚缺乏系统的计算分析和研究。以强震区扯羊隧道为例,首先采用FLAC3D对双洞隧道洞口段地震响应进行分析,再用模型试验的方法进行洞口段模型试验,测量其地震响应应变规律,观测其震害发展情况,并与数值分析结果相互验证。结果表明:地震作用下,隧道仰拱横向位移较大;随着隧道埋深增加,内力逐步增加,其中墙角部位内力较大;洞口处隧道围岩在强震作用下会产生贯通性裂缝,影响隧道洞口稳定;地震作用下的明洞与暗洞交接处内力较大;地震作用下的双洞隧道之间存在较强的动力相互作用。  相似文献   

基于VG模型确定土水特征曲线基本参数     

潘登丽  倪万魁  苑康泽  张镇飞  王熙俊 《工程地质学报》2020,28(1):69-76

土水特征曲线基本参数(进气值、残余吸力值和反弯点的斜率等)在非饱和土的强度理论、渗流理论以及体变特性等方面都是非常重要的参数,常常通过传统画图法来确定,其精确度难以保证。以洛川标准剖面4层原状黄土为研究对象,基于VG模型提出单峰和双峰SWCC基本参数的确定方法;采用滤纸法测得SWCC数据点,基于VG模型进行最优化拟合,获取拟合参数,利用单峰和双峰SWCC数据点验证该方法的可行性;进行自然状态下的水分蒸发试验,根据质量含水率与蒸发时间的关系确定蒸发残余饱和度Srzf,依据Sr1、Sr2(Sr1和Sr2分别由确定残余状态的两种方法得到)与Srzf的相对误差值,比较了两种确定残余状态的方法。结果表明:对于单峰和双峰SWCC曲线,该方法都可以得到合理的基本参数并有效地确定其残余状态。  相似文献   

Characterisation of hydroclimatological trends and variability in the Lake Naivasha basin,Kenya          下载免费PDF全文

Vincent Omondi Odongo  Christiaan van der Tol  Pieter R. van Oel  Frank M. Meins  Robert Becht  Japheth Onyando  Zhongbo Su 《水文研究》2015,29(15):3276-3293

Recent hydro‐climatological trends and variability characteristics were investigated for the Lake Naivasha basin with the aim of understanding the changes in water balance components and their evolution over the past 50 years. Using a Bayesian change point analysis and modified Mann–Kendall tests, time series of annual mean, maximum, minimum, and seasonal precipitation and flow, as well as annual mean lake volumes, were analysed for the period 1960–2010 to uncover possible abrupt shifts and gradual trends. Double cumulative curve analysis was used to investigate the changes in hydrological response attributable to either human influence or climatic variability. The results indicate a significant decline in lake volumes at a mean rate of 9.35 × 10⁶ m³ year^?1. Most of the river gauging stations showed no evidence of trends in the annual mean and maximum flows as well as seasonal flows. Annual minimum flows, however, showed abrupt shifts and significant (upward/downward) trends at the main outlet stations. Precipitation in the basin showed no evidence of abrupt shifts, but a few stations showed gradual decline. The observed changes in precipitation could not explain the decline in both minimum flows and lake volumes. The findings show no evidence of any impact of climate change for the Lake Naivasha basin over the past 50 years. This implies that other factors, such as changes in land cover and infrastructure development, have been responsible for the observed changes in streamflow and lake volumes. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献