膨胀土与红黏土石灰改性对比试验研究

为探讨石灰改性膨胀土与红黏土的强度发展规律,以生石灰与消石灰改性的南阳膨胀土与郴州红黏土为研究对象,进行了无侧限抗压、固结快速直剪和固结压缩试验的对比研究。研究发现：在1 a养生龄期内,石灰改性的南阳膨胀土与郴州红黏土无侧限抗压强度与养生龄期的对数基本呈线性关系;按大于最佳含水率3%制样的强度在养生28 d以后高于按最佳含水率制样;生石灰改性效果比消石灰改性效果好,由于矿物成分不同,石灰改性南阳膨胀土的效果比石灰改性郴州红黏土好     

Photosynthetic activity and antioxidative response of seagrass Thalassia hemprichii to trace metal stress

This study concerned the accumulation of trace metals in tissues of seagrass (Thalassia hemprichii) exposed to various concentrations of Zn²⁺+, Cd²⁺+, Pb²⁺+ and Cu²⁺+ for 10 d, and the effect of excessive metals on quantum yield (ΔF=F_m'), photosynthetic pigments and antioxidative enzymes like superoxide dismutase (SOD), guaiacol peroxidase (POD) were also examined. Cadmium was the most highly accumulated metal. Meanwhile, high metals levels led to a remarkable breakdown of photosynthetic parameters. Especially, ΔF=F_m', chlorophyll and carotenoid were significantly low during prolonged Cu exposure. Besides, ΔF=F_m' was more severely depressed by Cu and Zn than Pb and Cd. However, T. hemprichii had positive response by increasing the activity of SOD and POD. The results indicate that T. hemprichii is the most sensitive to Cu, and the antioxidative protection mechanisms of T. hemprichii are more efficiently activated to avoid damage of Zn, Cd and Pb stress. Finally, due to the high Cd-accumulation and strong Cd-tolerance capacity, T. hemprichii can be used for phytoremediation in Cd-contaminated areas.     

基于InVEST模型的西苕溪流域产水量分析(英文)

流域产水量的计算与分析对水资源的规划、管理以及水库建设具有重要意义。本研究将InVEST中的产水量模型应用于西苕溪小流域。该模型的数据需求主要包括土地利用/覆被,年均降雨量和潜在蒸发散,土壤深度,植被可利用水量。为验证模型的精确度,利用基期的降水径流关系,得到2003-2007年的平均自然径流量。经过反复校验,当Z系数为6.5时,产水量为8.3亿m3,与自然径流量最为接近,从流域产水量的分布来看,南部和西南部地区单位面积的产水量较高。     

气候和人类活动对黄河中游区间产流量变化的贡献率

黄河中游产流量在过去几十年发生了明显减小的变化趋势,鉴于迄今有关气候及人类活动对该区产流量减小的影响比重仍存争议,本研究利用累积距平方法分析了研究区近60年来的产流量变化趋势,识别出1971年和1985年两个拐点年份,利用累积量斜率变化率分析方法(SCRCQ)估算了降水量和人类活动在产流量变化中的贡献率。与基准时期1950-1970年(T_A)相比,在不考虑蒸散量影响的情况下,降水量和人类活动对黄河中游区间产流量变化的贡献率在1971-1985年(T_B)分别为25.94%和74.06%,在1986-2009年(T_C)分别为25.13%和74.87%;如果考虑蒸散量的影响,则人类活动的贡献率在T_B和T_C时期分别增大到91.74%和93.41%。显然,人类活动是该区间地表产流量减小的最重要影响因素。人类活动对黄河中游区间产流量变化的主要影响方式是拦蓄滞留,这些拦蓄滞留的水量大多数最终通过蒸散作用而从地表径流循环进入大气循环,即人类活动改变了部分水循环的途径。     

Prolonged impact of earthquake-induced landslides on sediment yield in a mountain watershed: The Tanzawa region, Japan

To determine for how long a landslide affects sediment discharge, the sediment yields of 15 check-dam basins were compared with the time series of landslide distributions in a mountain basin in the Tanzawa region, central Japan. The distribution of sediment yield was quantitatively estimated from deposition in the sediment pools of check dams. The relationship between the landslide history and sediment discharge in the Nakagawa River basin was examined for an approximately 80-year period. Two major landslide events occurred during this period: the 1923 Kanto Earthquake and the 1972 disaster caused by heavy rainfall. The resulting trend in sediment discharge of the whole basin, estimated using reservoir sedimentation in the Miho Dam at its base, was nearly constant, with high sediment discharge (2897 m³ km^− 2 yr^− 1) in the intervening quarter-century, despite the recovery of vegetation on landslide areas in this period. Comparisons of the landslide distributions resulting from the two disasters, the sediment yields of check-dam basins, and the sediment discharge of the whole basin indicate that recent sediment discharge contains landslide debris that was originated by the Kanto Earthquake that occurred over 80 years ago. Thus, to understand high sediment discharge, it is essential to investigate not only the current basin condition and recent events, but also the landslide history of the basin for at least the previous 100 years.     

SEDIMENT RATING CURVES DEVELOPED ON STAGE AND SEASONAL MEANS IN DISCHARGE CLASSES FOR THE MELLAH WADI, ALGERIA

The focus of the present study was to estimate suspended sediment load from the Mellah catchment (550 km²) during storms. Suspended sediment rating curves were developed on data from a 23-year period. The regression technique of this paper involves a division of data into discharge-based classes, the mean concentrations and discharges of which are used to develop power regressions through log-transformation. Sediment rating curves were also developed on means of data grouped into seasons and stages. Sediment loads estimated by rating curves uncorrected for bias involved underestimations of down to 9% compared with loads from measured concentrations. Correction for bias reduced underestimations to a range from 0.79 to 3%. Rating curves divided into rising and falling stages had the lowest underestimation and were used to estimate load during periods without concentration measurements. During the 23-year study period, the mean annual suspended sediment yield was 373 TI km².
Sediment transport is dominated by winter storms accounting for 61% of the annual load. A high exponent 'b' of the power regression equations during the winter season confirms the intense geomorphic work by winter season storms caused by high intensity rainfall, low vegetation cover, and heavy machine activity in the fields.     

结构性吹填软土蠕变模型研究

以天津滨海新区吹填场地经过真空预压处理的吹填软土为试验材料,对原状土及其重塑土基本性质与蠕变特性进行了试验研究。试验结果表明：经过真空预压处理后的吹填软土同时具有结构性和蠕变性,结构性的存在,对土体蠕变具有重要的影响。在修正的剑桥模型的基础上,对其进行改进,使其考虑结构性的影响,并以此作为蠕变屈服函数,建立了考虑结构性影响的吹填软土半经验半理论蠕变模型。计算结果表明,该模型符合结构性吹填软土实际,可在工程实践中应用。     

基于JRC-JCS模型的屈服接近度及地下工程围岩稳定性分析方法

推导出JRC-JCS非线性模型下屈服接近度的计算公式,采用数值方法编制JRC-JCS模型下屈服接近度的计算程序,并对比该程序的分析结果与FLAC3D所得的结果,探讨各个参数对屈服接近度的影响。分析表明,屈服接近度 =1的结果与FLAC3D计算的塑性区分布范围表征的结果一致,验证了计算程序的正确性和基于屈服接近度分析获得的结果能反映非塑性区岩体的危险程度,较塑性区分布判别方法更加合理。随着节理粗糙度系数 和为岩体压缩强度 的增大,岩体屈服接近度均逐渐减小, 与 的关系呈线性特征, 与 的关系呈非线性指数特征。     

复杂岩溶矿区疏干条件下的地下水数值模拟——以福建省马坑铁矿为例

由于岩溶含水介质的空间不连续性及空间异性,复杂岩溶矿区含水介质的概化及涌水量预测一直都是地下水数值模拟的难点。本文以马坑铁矿为例,对复杂岩溶矿区疏干条件下的介质概化进行了研究,以此构建了地下水流数值模拟模型,并利用地下水位动态及涌水量资料对模型进行识别和验证,然后分别对矿区未来+100m、0m开采水平的矿坑涌水量进行了预测,结果表明:+100m、0m开采水平的矿坑涌水量分别为36900m3/d、38250m3/d,可见目前矿区疏干仍面临较大压力,应尽快采取多种措施以降低地下水位,保证采矿安全。      

How much runoff do riparian wetlands affect?

Abstract

Nitrate runoff from pastoral fanning is of concern because it contributes to lake eutrophication. Surface flow in wetlands is a measure of the runoff likely to experience nitrate attenuation. This study assessed the potential of small headwater wetlands to reduce catchment nitrate loads by quantifying the proportion of total runoff that occurred as surface flow at the outlet of wetlands. Surface flow can be measured from wetlands in side valleys (valley wetlands) with well defined flow channels, but not in those parallel to the stream (riparian wetlands) with distributed flow. This study, from November 2004 to June 2008: (1) measured the mean specific flow yield (mm yr^?1) at the outlet of 6 wetlands; (2) classified wetlands into 3 types based on hydrology; (3) mapped and classified all wetlands in the catchment; and (4) calculated the area‐weighted mean specific yield of wetlands for the whole catchment. The 6.6 km² study catchment at Taupo, North Island, New Zealand, was predominantly pasture on volcanic soils where flows were baseflow dominated. Riparian and valley wetlands occupied 5% of catchment area. Type 1 wetlands flowed continuously, were dominated by baseflow (81–83%), and had a mean annual yield (± SE) of 167 ± 46 mm (34% of stream yield). Type 2 wetlands dried up during droughts and type 3 wetlands dried up each summer. Both latter types had a low baseflow component (20%) and a yield of 66±18 mm (13% of stream yield). In one tributary, gaugings over 4 days in summer during a wet year indicated that 27% of streamflow originated from wetlands. For the catchment as a whole, wetland baseflow accounted for 11± 4% of mean annual streamflow and wetland quickflow another 8 ± 2%, although these percentages are likely underestimates because seepages occurred downslope from measurement points. Although riparian and valley wetlands occupied only 5% of the catchment area, they could potentially have attenuated nitrogen in 11–19% of runoff. Other catchments may have different hydrology and wetland nitrate attenuation, and the methods outlined here could be used to quantify these differences.