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31.
Thirty‐six runoff plot experiments provide data on flow depths, speeds, and Darcy–Weisbach friction coefficients (f) on bare soil surfaces, and surfaces to which were added sufficient extra plant litter or surface stones to provide projected cover of 5, 10 and 20 per cent. Precision flow depth data were derived with a computer‐controlled gantry and needle gauge for two different discharges for each plot treatment. Taking a fixed flow intensity (Reynolds number, Re = 150) for purposes of comparison shows means of f = 17·7 for bare soil surfaces, f = 11·4 for added stone treatments, and f = 23·8 for added litter treatments. Many individual values of f for stone treatments are lower than for the bare soil surface, but all litter treatments show increases in fcompared to bare soil. The lowering of f in stone treatments relates to the submerged volume that the stones occupied, and the associated concentration of flow onto a smaller part of the plot surface. This leads to locally higher flow intensities and lower frictional drag along threads of flow that the obstacles create. Litter causes higher frictional drag because the particles are smaller, and, for the same cover fraction, are 100 times more numerous and provide 20 times the edge or perimeter length. Along these edges, which in total exceed 2·5 m g?1 (equivalent to 500 m m?2 for a loading of 2 t ha?1), surface tension draws up water from between the litter particles. This reduces flow depth there, and as a consequence of the lower flow intensity, frictional drag rises. Furthermore, no clear passage remains for the establishment of flow threads. These findings apply to shallow interrill flows in which litter is largely immobile. The key new result from these experiments is that under these conditions, a 20 per cent cover of organic litter can generate interrill frictional retardation that exceeds by nearly 41 per cent that of a bare soil surface, and twice that contributed by the same cover fraction of surface stones. Even greater dominance by litter can be anticipated at the many dryland sites where litter covers exceed those tested here. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   
32.
付培义 《测绘工程》2003,12(2):47-48,58
比较GPS弦距与常规光电测距弦距的差别,对分析GPS测量误差问题,解决GPS与地面数据联合平差中权的确定问题,以及检核GPS网的解算结果具有重要意义。本文利用一多期复测成果,对其中的一些问题作了初步探讨。  相似文献   
33.
基桩有效桩长几个问题的探讨   总被引:5,自引:1,他引:5  
从离心模型试验成果、超长单桩静载试验成果、工程实践及其他学者研究成果中,论证了普通单桩存在有效桩长。深入解释了有效桩长的含义,指出了与临界桩长概念有区别。在分析目前有效桩长定义基础上,提出了合理的有效桩长定义。明确了研究普通单桩有效桩长的意义及存在的问题,并提出了在一定条件下,合理确定有效桩长就是合理设计桩长。  相似文献   
34.
35.
荒漠戈壁下垫面表面动量和感热湍流通量参数化研究   总被引:9,自引:0,他引:9  
用合理筛选以后的野外观测资料,研究了荒漠戈壁地表湍流通量参数化的问题。首先,分析了Monin-obukhov相似函数的特征,并拟台出了其经验公式。结果表明,风速和温度相似性函数随稳定度参数的变化曲线与典型经验曲线差异较小,并且在经验曲线分布范围以内,但中性时的值有所不同。同时,还用该资料给出了动量和标量粗糙度(感热粗糙度)长度的平均值及其标量粗糙度随摩擦速度的变化关系。发现标量粗糙度的平均值大约比动量粗糙度的小一个量级,并且随摩擦速度的增大而减小,但明显比其理论预测值要大。  相似文献   
36.
用通日月均值减去夜均值计算的月均值资料和Sompi谱分析法分析了14个台站的北向分量1年周期变化的振幅向相位,时段为1984-1988年。分析结果显示用P^0n(dnd=1,…,6)复合模式的估算的C值较合理。各台的C值比较一致。  相似文献   
37.
There have been several claims, either explicit or by implication, either based on experimental evidence or on theoretical reasoning, that the wind stress is modified by the stage of development of the wind sea. However, the overall evidence is weak, because theories are still incomplete and because it is questionable whether the sea-state effect, which is of the order of 10%, can be separated from experimental noise, which is of the order of 20%. In this paper a rigorous statistical analysis of HEXMAX data is pursued in order to establish the significance of sea-state effects. It appears that the enhanced drag, especially at high winds, which has already been established by previous analyses, cannot be attributed to the effect of young waves. The analysis provides no clues for the actual mechanism, which could be related to breaking or shoaling waves. As the effect of sea-state on wind stress is much smaller than the experimental noise level, it is hard to detect. Nevertheless, HEXMAX seems to contain a wave effect that is at the edge of statistical significance. It is, however, not the wave age itself that influences the drag, but a parameter involving wave height.Because the HEXMAX evidence is only indicative, we conclude that the issue set out in this paper cannot be answered on the basis of the HEXMAX data alone. It is recommended that error analyses are also carried out for other relevant observational data sets and that new measurements with suppressed noise will be taken up.  相似文献   
38.
IntheLoessPlateau,alongtheslopelengthfromthetoptothebottom,soilerosionischaracterizedbyobviousverticalzonaldivision,thatis,sheeterosionzone,sheeterosionandrillerosionzone,rillerosionandshallowgullyerosionzoneandgullyerosionzone.Inthesheetandrillero..sionzone,rillerosionamounttakesup70%ofthetotalsoilloss[TANGKenetal.,1983,ZHENGFenlietal.,19871;intherillandshallowgullyerosionzone,rillerosionamountaccountsfor30--40%ofthetotalsoilloss.Sorillerosionisamajorerosionpatternonsteepslopeland.Riller…  相似文献   
39.
A combined analysis of lineament length density from radar imagery and surface resistivity data is used to assess the hydrogeological conditions in the Oban massif, Nigeria. The results show that the data guided the qualitative and quantitative estimation of some aquifer parameters. These include resistivity of the water bearing formations (280–740 ω m), thickness (5–140 m), limited hydraulic conductivity (8.53-13.18 m/day) and transmissivity (410.65–725.88 m2/day) data. In addition, the lineament length density for the area ranged between less than 0.2 to slightly more than 0.4. Site evaluation for the location of productive boreholes/wells using a groundwater potential index (GWPI) indicates that areas with a GWPI of greater than 35 are consistent with relatively high yield.  相似文献   
40.
引入并改进了区域-时间-长度算法(region-time-length algorithm),较之原来的定义更加强调了地震破裂尺度函数对VRTL的贡献,同时保证了震中距函数、时间函数及破裂尺度函数对VRTL影响的权系数相等.华北5级以上地震的回顾性预测研究结果表明,改进的RTL算法所得到的异常大多具有短期或中短期特征. 震前VRTL变化型态可分为两类:Ⅰ类具有相对完整的变化形态,大多呈现从0开始的上升——转折下降或下降——转折上升形态;Ⅱ类变化形态不完整,一般从0开始急剧上升或下降,无明显转折,主震发生在VRTL极值附近.VRTL上升表征地震活动水平相对于背景变化率的增高,意味着地震活动增强;VRTL下降则意味着地震活动相对于背景变化率的降低,在一定程度上表征了地震活动的平静.据此给出由RTL算法进行中、短期异常识别并粗略估计发震时间的方法. 该方法Ⅰ,Ⅱ类异常3个月内发震的R值评分分别为0.6及0.3左右, 6个月内的R评分分别为0.7及0.4左右.对特征时间跨度、特征距离、震级下限等对VRTL的影响, 以及其它一些实际应用中的重要问题进行了初步讨论.   相似文献   
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