华北土石山区模拟降雨下土壤溅蚀研究

采取野外模拟降雨试验,研究了降雨强度、降雨动能以及降雨历时对溅蚀量的影响规律,分析了溅蚀土粒的距离、方位的分布特征,以及溅蚀土粒的粒径组成规律。研究结果表明:雨滴击溅过程中,在不同强度的降雨作用下,下坡方向产生的溅蚀量最大,上坡方向产生的溅蚀量最小。溅蚀总搬运量与溅蚀净搬运量均与降雨强度呈正相关。溅蚀量与降雨强度呈指数函数关系,与降雨动能呈现线性函数关系。溅蚀率与降雨历时呈现指数函数关系。溅蚀土粒主要分布在0~10 cm,占溅蚀总搬运量的45.40%~57.75%,在50~60 cm内的溅蚀量所占比例不高于1.75%。溅蚀量与溅蚀距离呈负指数函数关系。溅蚀土粒径小于等于2 mm,溅蚀土粒中细砂粒和粗粉粒百分比与原状土壤较为接近,粗砂粒百分比远低于原状土壤,而粘粒百分比高于原状土壤,粉粒百分比低于原状土壤。溅蚀土粒中细砂粒(0.05~0.2 mm)最易于被溅蚀,而小粒径(小于0.002 mm)和大粒径(大于0.2 mm)土壤颗粒不易被溅蚀。当降雨强度足够大时,对于同种特征的土壤,溅蚀土粒存在稳定的粒径组成。当降雨强度保持不变时,溅蚀平均粒径随溅蚀距离的增加而变小。溅蚀距离在0~30 cm,溅蚀平均粒径的变化率较大;随溅蚀距离的不断增加,溅蚀平均粒径的变化率较小。     

京杭运河底泥起动和冲刷率试验研究

京杭运河是南水北调东线工程的重要输水通道,减少底泥冲刷引起的污染对保护其水质有重要的作用。利用文献中的底泥起动流速公式和冲刷率公式,推导出起动摩阻流速与湿密度公式、摩阻流速与冲刷率公式。以京杭运河底泥在水槽内进行不同湿密度的起动试验和不同水流条件下的冲刷率试验。试验结果用最小二乘法进行拟合,得到底泥起动时临界起动摩阻流速与湿密度的相关关系,冲刷时摩阻流速与冲刷率的相关关系。结果表明,有关试验数据的相关性较好,对实际工程应用有一定的指导意义。     

CFD技术在水轮机转轮抗空蚀改造中的应用

CFD是用计算机来模拟流体的流场，建立流体机械最佳流道的流体动态分析软件，是当今先进的流体动力学模拟分析工具。介绍了CFD技术的理论基础，并且将其成功应用于锦江电站水轮机转轮的抗空蚀改造中，取得了良好的效果。     

地表秸秆覆盖度图像识别技术的研究

农田地表秸秆覆盖是防止水土流失的一项主要措施,研究秸秆覆盖度与土壤风蚀、水蚀的定量关系对农田采取合理的覆盖形式有重要的指导意义。针对当前主要靠手工测试秸秆覆盖度存在效率低的问题,研究了如何应用MATLAB语言强大的图像处理功能来识别、分析秸秆图像。通过对样本图像类型的转换、灰度的均衡化和中值滤波等一系列的处理,得出较准确的秸秆覆盖面积和秸秆覆盖百分比,为准确快速测量秸秆覆盖度提供了测试手段。     

土壤风蚀影响因子分布规律研究的最大熵方法

土壤风蚀是一个综合的自然地理过程,包括气候、植被、土壤、地形地貌等多种因子。作为随机变量的风蚀因子,其分布规律直接或间接地影响着风沙的运动规律,一方面导致土壤风蚀程度及方向的变化,另一方面变量之间的非线性相互作用的结果导致风沙流的混沌特性。为此把影响风沙运动规律的各因子作为研究对象,应用最大熵原理与遗传算法相结合的方法,建立了风蚀影响因子概率密度函数模型,采用Matlab语言编制了相应的计算程序,并以阴山北部农牧交错带为例对所建模型的合理性和可行性进行了验证。结果表明,风蚀影响因子的熵概率密度函数不仅合理可行而且具有较高的精度。     

风力发电场进场道路曲线设计应注意的问题

风能已成为世界上增长最快的清洁可再生能源,风力发电世界各国争相发展.然而我省风力发电项目进展较为缓慢,主要原因在于,我省公路网密度较低,许多公路等级偏低,平面线性较差,运输风电设备的长货车通行较困难.风电路的设计有一定的特殊性,我们在进行风电路设计时不能照搬规范上的数据,特殊数值需要通过计算求得,以保证风电设备的顺利运输.     

The use of a new portable erosion measuring device for assessing the erodibility of the surface layers of flood embankments

When a river overtops its flood banks, water running down the landward side of the bank can rapidly erode the soil surface and scour the bank, sometimes leading to breaches and collapse. A covering of living vegetation, particularly grass, can reduce this risk of water erosion. As part of a project to assess the effectiveness of different management regimes on bank vegetation cover, direct measurements were required of the erodibility of the soil surface. A portable erosion measurement device (EMD) was developed by LAB Coastal with the support of the Environment Agency. This could direct water flowing at known velocities across areas of the flood banks, and it was used to test directly the erosion resistance of vegetated grass banks at three sites. The EMD gave a direct measure of the erodibility of a small sample of flood bank. While measurements of soil strength and assessments of vegetation cover were useful, they did not always correctly characterize the stability of the bank surface as measured directly by the EMD. The EMD and its use are described and the results obtained are discussed. The results indicate that flood banks need to be mown at least once a year to make them less vulnerable to erosion.     

Distribution and Dynamics of Phosphorus in an Agricultural Watershed with a Long-Term History of Poultry Waste Application

The objective of this research is to investigate the effects of long-term broiler litter application on soil phosphorus (P) and water quality and examine the spatial variations of soil P at a private poultry farm in Mississippi. Results indicated that the littered soil had 86 times more Mehlich III–extractable P in the surface horizon compared to the nonlittered soil. When compared to the runoff from nonlittered soil, mean soluble phosphate (PO₄)-P concentrations in the littered soil's runoff were 85 times greater throughout the study. Mass loss of P from the littered field was significantly greater than from the nonlittered field, and it decreased with each sequential runoff event. There were no linear relationships between the spatial variations of litter application rates and the P spatial variability in the littered soil; however, the variations in soil P levels could be a result of the cumulative effects of more than 20 years of litter application.     

内蒙古京津风沙源治理工程土壤风蚀控制效益研究

2000—2013年内蒙古风沙源治理工程区风蚀模数整体呈现下降趋势,风蚀程度有所减轻。5个亚治理区风蚀模数差异较大,其中浑善达克沙地治理区风蚀模数最高,其他依次为科尔沁沙地南缘治理区﹥乌兰察布高平原退化草原、荒漠草原治理区﹥锡林郭勒高平原-乌珠穆沁沙地盆地退化草原治理区﹥华北北部丘陵山地水源涵养治理区。工程区土壤风蚀量明显减少,2001—2013年累计净减少1 370 446.65×104t,其中,乌兰察布高平原退化草原、荒漠草原治理区累计净减少风蚀量最大;其次为锡林郭勒高平原-乌珠穆沁沙地盆地退化草原治理区。风力是造成内蒙古风沙源工程区土壤侵蚀的最主要营力。2000—2013年,工程区风蚀模数与风蚀量的逐步降低说明,京津风沙源治理工程实施十余年以来,通过实施各类治理措施,工程区土壤风蚀得到初步控制,工程区生态状况趋向好转,随着森林资源总量与质量的提高,水土流失状况进一步改善,沙化土地治理初见成效。