土壤饱和导水率的多尺度预测模型与转换关系   总被引：1，自引：0，他引：1       下载免费PDF全文

刘继龙  马孝义  张振华  赵伟森 《水科学进展》2013,24(4):568-573

运用联合多重分形方法研究不同土层土壤饱和导水率与土壤基本物理特性的多尺度相关性,建立不同土层土壤饱和导水率的多尺度预测模型,构建不同土层土壤饱和导水率之间的转换关系。结果表明:不同土层土壤饱和导水率与土壤基本物理特性的相关程度排序不同;在单一尺度和多尺度上,0~20 cm土层土壤饱和导水率与土壤基本物理特性的相关程度排序相同,20~40 cm土层土壤饱和导水率与土壤基本物理特性的相关程度排序不同;土壤饱和导水率多尺度预测模型的预测精度较高,0~20 cm土层和20~40 cm土层拟合值的均方根误差分别为0.035 0和0.029 0;0~20 cm土层和20~40 cm土层土壤饱和导水率转换关系的计算精度较高,拟合值的均方根误差为0.037 5。  相似文献   

不同土壤转换函数预测砂土非饱和导水率的对比分析   总被引：3，自引：0，他引：3       下载免费PDF全文

廖凯华  徐绍辉  吴吉春  朱青 《水科学进展》2013,24(4):560-567

以现有的4种土壤转换函数(Pedotransfer Functions, PTFs)(包括ROSETTA、RAWLS、CAMPBELL和VAUCLIN)为例,将其用于土壤水力性质数据库UNSODA中56个典型砂土样本的非饱和导水率预测,对4种PTFs的预测结果进行了误差分析,探讨了饱和导水率对非饱和导水率预测的影响。结果表明,当同种PTFs预测的饱和导水率作为输入时,在4种PTFs中VAUCLIN的预测精度最高,其次为ROSETTA和RAWLS,CAMPBELL的误差最大;当实测饱和导水率作为输入时,RAWLS、CAMPBELL和ROSETTA的预测精度有了不同程度提高,但VAUCLIN的预测误差反而有所增大;饱和导水率对非饱和导水率预测的影响较大,实测饱和导水率作为输入时CAMPBELL预测的非饱和导水率与实测值最为接近。  相似文献   

Research on influence factors of rock-soil thermal properties by laboratory test     

YIN Renchao  ZHANG Yanjun  WU Fan  GAO Ping  MEI Zhenzhou 《东北亚地学研究》2014,(1):34-37

In order to discover the relation between rock-soil thermal properties and strata during the process of engineering investigation, the authors studied the measuring principle of Thermal Conductivity Scanner （TCS） and measured the thermal properties of 45 drilling samples from Qinghai with TCS in the laboratory. The results show that the specific heat capacity （SHC） decreases while the thermal conductivity （TC） increases with the increase of the depth. With the lithological change, the specific heat capacity and thermal conductivity have the opposite trend. The depth and lithology have a greater influence on the thermal conductivity than the specific heat capacity.  相似文献   

Grain size distribution of soils within the Cordillera Blanca,Peru: An indicator of basic mechanical properties for slope stability evaluation   总被引：1，自引：0，他引：1  

Jan NOVOTNY  Jan KLIME 《山地科学学报》2014,11(3):563-577

This paper presents results of a study on the mechanical properties of sandy and gravely soils within the Cordillera Blanca, Peru. The soils were divided into groups according to their origin （glacial, fluvial, or debris flow）. The grain size distribution of forty three soil samples was used to classify the soils according to the scheme of the Unified Soil Classification System （USCS）. These distributions have then been used to estimate shear strength and hydraulic properties of the soils. There are clear differences between the soils which reflect their divergent origins. The glacial soils normally fit within one of two distinctive groups according to the proportion of fines （Group A, 7%-21.5%; Group B, 21%-65%）. The estimation of shear strength at constant volume friction angle and peak shear strength of the glacial sediments with low content of fines was made using published data relating to the measured shear strength characteristics of soils with similar origins and grain size distributions. The estimated values were supported by measurements of the angle of repose taken from fourteen samples from two moraines and by shear tests on samples from one locality. The results of the grain size distribution werealso used to estimate the average hydraulic conductivity using the empirical Hazen formula which results were verified by field infiltration tests at two localities.  相似文献   

查干凹陷大地热流   总被引：4，自引：1，他引：3       下载免费PDF全文

左银辉  邱楠生  邓已寻  饶松  徐深谋  李建国 《地球物理学报》2013,56(9):3038-3050

查干凹陷是银根-额济纳旗盆地最具勘探潜力的凹陷, 但是查干凹陷及整个银根-额济纳旗盆地的大地热流研究仍为空白, 严重制约该盆地的油气资源的评价. 本文通过测试19口井107块岩芯的岩石热导率和岩石热导率原位校正, 利用协和平均公式计算得到查干凹陷各地层的岩石热导率大小; 并利用9口井的温度数据, 结合岩石热导率数据对查干凹陷的地温梯度和大地热流进行了计算. 研究结果表明查干凹陷具有构造稳定区和构造活动区之间的中温型地温场特征, 其平均地温梯度和大地热流分别为33.6℃/km, 74.5 mW/m². 本文的研究成果为查干凹陷及银根-额济纳旗盆地油气资源评价提供地热参数.  相似文献   

Recalibrating aeolian sand transport models   总被引：1，自引：0，他引：1  

Douglas J. Sherman  Bailiang Li  Jean T. Ellis  Luis Parente Maia  Helena Granja 《地球表面变化过程与地形》2013,38(2):169-178

A quality‐controlled data set comprising measurements of aeolian sand transport rates obtained at three disparate field sites is used to evaluate six commonly employed transport rate models (those of Bagnold, Kawamura, Zingg, Owen, Hsu, and Lettau and Lettau) and to recalibrate the empirical constants in those models. Shear velocity estimates were obtained using the von Kármán constant and an apparent von Kármán parameter. Models were recalibrated using non‐linear regression and non‐linear regression with least‐squares lines forced through axes origins. Recalibration using the apparent von Kármán parameter and forced regression reduced the empirical constants for all models. The disparity between the predictions from the different models is reduced from about an order of magnitude to about a quarter of an order of magnitude. The recalibrated Lettau and Lettau model provided the greatest statistical agreement between observed and predicted transport rates, with a coefficient of determination of 0·77. Evaluation of the results suggests that our estimations of threshold shear velocity may be too slow, causing errors in predicted transport rates. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Thermomechanical balances of ice sheet flows     

L. W. Morland 《地球物理与天体物理流体动力学》2013,107(1-4):237-266

Abstract

The flow of large natural ice masses under gravity is described by the mass, momentum, and energy balances of an incompressible, homogeneous, heat conducting, non-linearly viscous fluid in which the shear response includes a strongly temperature-dependent rate factor. Dimensionless analysis and co-ordinate stretching reflecting the long aspect ratio show that series expansions in a small parameter which determines the surface slope magnitude are uniformly valid even when temperature variation induces a strongly non-uniform mechanical response. The normalised energy balance shows that both horizontal and vertical advection are significant in thin and thick grounded sheets and in floating shelves, and that viscous dissipation can be significant in basal regions of a grounded sheet, and hence there is strong thermomechanical coupling. Moreover, though a thermal basal boundary layer may arise in a thick sheet, it would only give rise to significantly enhanced temperature and strain-rate gradients in extreme circumstances. The leading order relations for steady plane flow of a grounded sheet are reduced to a parabolic system for the temperature and two velocity components, which incorporates the unknown surface slope in coefficients and boundary conditions. This provides a useful starting point for numerical solution of the thermomechanically coupled problem. A fixed domain mapping is presented as an attractive alternative formulation when the bed topography is close to planar.  相似文献   

Spatial and depth variability of streambed vertical hydraulic conductivity under the regional flow regimes          下载免费PDF全文

Jinxi Song  Liping Wang  Xinyi Dou  Fangjian Wang  Hongtao Guo  Junlong Zhang  Guotao Zhang  Qi Liu  Bo Zhang 《水文研究》2018,32(19):3006-3018

This study investigated the influence of the regional flow on the streambed vertical hydraulic conductivity (K_v) within the hyporheic zone in three stream reaches of the Weihe River in July 2016. The streambed K_v with two connected depths was investigated at each test reach. Based on the sediment characteristics, the three test reaches could be divided into three categories: a sandy streambed without continuous silt and clay layer, a sandy streambed with continuous silt and clay layer, and a silt–clay streambed. The results demonstrate that the streambed K_v mainly decreases with the depth at the sandy streambed (without continuous silt and clay layer) and increases with the depth at the other two test reaches. At the sandy streambed (with continuous silt and clay layer) where streambed K_v mainly decreases with the depth, the regional upward flux can suspend fine particles and enhance the pore spacing, resulting in the elevated K_v in the upper sediment layers. At another sandy streambed, the continuous silt and clay layer is the main factor that influences the vertical distribution of fine particles and streambed K_v. An increase in streambed K_v with the depth at the silt/clay streambed is attributed to the regional downward movement of water within the sediments that may lead to more fine particles deposited in the pores in the upper sediment layers. The streambed K_v is very close to the bank in the sandy streambed without continuous silt and clay layer and the channel centre in the other two test reaches. Differences in grain size distribution of the sediments at each test reach exercise a strong controlling influence on the streambed K_v. This study promotes the understanding of dynamics influencing the interactions between groundwater and surface water and provides guidelines to scientific water resources management for rivers.  相似文献   

Land cover controls on depression‐focused recharge on the Oak Ridges Moraine,southern Ontario,Canada          下载免费PDF全文

Wes J. Greenwood  James M. Buttle 《水文研究》2018,32(12):1909-1926

The Oak Ridges Moraine (ORM) is a key hydrogeologic feature in southern Ontario. Previous research has emphasized the importance of depression‐focused recharge (DFR) for the timing and location of water recharge to the ORM's aquifers. However, the significance of DFR has not been empirically demonstrated, and the ORM's permeable surficial deposits imply that rainfall and snowmelt will largely recharge vertically rather than move laterally to topographic depressions. The exception may be during winter and spring, when concrete soil frost limits infiltration and encourages overland flow. The potential for DFR was examined for closed depressions under forest and agricultural land covers with similar soils and surficial geology. Air temperatures, precipitation, snow depth and water equivalent, soil water contents, soil freezing, and depression surface‐water levels were monitored during the winter and spring of 2012–2013 and 2013–2014. Recharge (R) was estimated at the crest and base of each depression using a 1‐dimensional water balance approach and surface‐applied Br^? tracing. Both forest and agricultural land covers experienced soil freezing; however, forest soils did not develop concrete frost. Conversely, agricultural fields saw concrete frost, overland flow, episodic ponding, and subsequent drainage of rain‐on‐snow and snowmelt inputs in open depressions. Recharge at the base of open depressions exceeded that in surrounding areas by an order of magnitude, suggesting that DFR is a significant hydrologic process during winter and spring under agricultural land cover on the ORM. Closed topographic depressions under agricultural land cover on the ORM crest may serve as critical recharge “hot spots” during winter and spring, and the ability of the unsaturated zone beneath these depressions to modify the chemistry of recharging water deserves further attention.  相似文献   

Temporal and spatial variation of infiltration in urban green infrastructure     

Ali Ebrahimian  Kristin Sample-Lord  Bridget Wadzuk  Robert Traver 《水文研究》2020,34(4):1016-1034

Infiltration is the primary mechanism in green stormwater infrastructure (GSI) systems to reduce the runoff volume from urbanized areas. Soil hydraulic conductivity is most important in influencing GSI infiltration rates. Saturated hydraulic conductivity (Ksat) is a critical parameter for GSI design and post-construction performance. However, Ksat measurement in the field is problematic due to temporal and spatial variability and measurement errors. This review paper focuses on a comparison of methods for in-situ Ksat measurement and the causes of temporal and spatial variations of Ksat within GSI systems. Automated infiltration testing methods, such as the Modified Philip–Dunne (MPD) and SATURO infiltrometers, show promise for efficient Ksat measurements. Soil Ksat values can change over time and substantially vary throughout a GSI, which can be attributed to multiple factors, including but not limited to temperature changes, soil composition and properties, soil compaction level, plant root morphology and distribution, biological and macrofauna activities in the soil, inflow sediment characteristics, quality of infiltrating water, and measurement errors. There is evidence that infiltration rates in vegetated urban GSI systems are sustained given an appropriate GSI design, reasonable concentration of suspended sediments in the inflow runoff, and routine maintenance procedures. These observations indicate that clogging can be counteracted by processes that tend to increase the soil hydraulic conductivity (e.g., plant root and biological activities). This self-sustainability underlines that infiltration-based GSI systems are a reliable long-term stormwater management solution. Recommendations on how to incorporate the temporal changes of Ksat in GSI design and on obtaining a spatially-representative Ksat for the GSI design are presented.  相似文献