Runoff and Soil Erosion on Slope Cropland: A Review

Soil erosion has become a serious environmental problem worldwide, and slope land is the main source of soil erosion. As a primary cover of slope land, crops have an important influence on the occurrence and development of runoff and soil erosion on slope land. This paper reviews the current understanding of runoff and soil erosion on slope cropland. Crops mainly impact splash detachment, slope runoff, and sediment yield. In this review paper, the effects of crop growth and rainfall on the splash detachment rate and the spatial distribution of splash detachment are summarized. Crop growth has a significant impact on runoff and sediment yield. Rainfall intensity and slope gradient can influence the level of erosive energy that causes soil erosion. Furthermore, other factors such as antecedent soil water content, soil properties, soil surface physical crust, and soil surface roughness can affect soil anti-erodibility. The varying effects of different crops and with different influence mechanisms on runoff and soil erosion, as well as changes in their ability to influence erosion under different external conditions should all remain focal points of future research. The effect of crop vegetation on runoff and soil erosion on slope land is a very important factor in understanding large-scale soil erosion systems, and in-depth study of this topic is highly significant for both theory and practice.     

暗挖隧道注浆-降压联合地下水控制技术

动水条件下承压水的注浆止水及加固问题,是暗挖隧道地下水控制的重要难题,在浆液配比、注浆参数等方面的设计施工经验较少。以某地铁区间联络通道的地下水控制工程为背景,结合该通道地质条件复杂、承压水头高、突涌水量大等施工现状,基于注浆-降压联合的地下水控制思路,探索了高承压水头条件下的WSS双液注浆止水施工技术,并通过现场探测和地面沉降监测研究其止水加固效果。结果表明,采用注浆-降压联合的地下水控制及加固方案,在显著承压性的地下水含水层注浆止水加固中取得了良好的效果,既能够保证地下通道的注浆过程顺利进行,又能确保地下水治理效果,并遏制围岩的变形发展,各部位变形均满足控制指标。     

A review of mathematical models of river planform changes

Different mathematical models of river planform changes exist or are being developed. They are reviewed here by discussing a two-dimensional depth-averaged model, various meander models and a model for the braided Brahmaputra-Jamuna River in Bangladesh. Much emphasis is placed on topics where further research is needed. It is concluded that the models help in understanding the underlying processes, but cannot yet be considered generally valid and easy-to-use software packages. In the hands of experienced geomorphologists or river engineers, however, some of the models do already form valuable tools which allow better predictions of future river planforms.     

福建永安石林地貌的现代生物喀斯特侵蚀营力

本文以永安石林为例，阐述分析了石林地貌的现代生物喀斯特侵蚀现象的类型及形态特征。结果表明，地表及地下的生物喀斯特侵蚀营力是石林现代侵蚀过程的主要因素，石林表面的大部分均有微生物覆盖并起侵蚀作用，形成明显的微观及超微溶蚀形态，石林表面的溶蚀作用性质不同于传统认识。对石林地貌发育提出了新的思考。     

河北沿海海侵灾害初探

文中以包含海进、海岸侵蚀和海水入侵的广义“海侵”概念,论述河北沿海地区海侵现状及其危害,探讨海侵产生的自然原因和人为活动的影响,在此基础上,评估海侵发展趋势。     

Development of gullies and sediment production in the black soil region of northeastern China

Gully erosion is an important environmental hazard in the black soil region of northeastern China. It is a primary sediment source in the region which needs appropriate soil conservation practices. Gully incision in rolling hills typical of this region was monitored using real-time kinematic GPS to assess the rates of gully development and the resultant sediment production. From 2002 to 2005, gully heads in the study area retreated between 15.4 and 33.5 m, giving an average retreat rate of 8.4 m yr^− 1. Field measurements showed that total sediment production due to gully erosion during the three years ranged between 257 and 1854 m³ yr^− 1, which is equivalent to 326 to 2355 t yr^− 1, with gully-head retreat accounting for 0 to 21.7% (4.4% in average). The sediment delivery ratio was especially high during the summer rainy season (56% in average). Sediment production by ephemeral gullies and permanent gullies was 1.5 times greater than that from surface erosion. Gully heads retreated faster in the spring freeze–thaw period than in the summer. The stage of gully development could be identified based on short-term changes in the gully erosion rate.     

The consequences of land-cover changes on soil erosion distribution in Slovakia

Soil erosion is a complex process determined by mutual interaction of numerous factors. The aim of erosion research at regional scales is a general evaluation of the landscape susceptibility to soil erosion by water, taking into account the main factors influencing this process. One of the key factors influencing the susceptibility of a region to soil erosion is land cover. Natural as well as human-induced changes of landscape may result in both the diminishment and acceleration of soil erosion. Recent studies of land-cover changes indicate that during the last decade more than 4.11% of Slovak territory has changed. The objective of this study is to assess the influence of land-cover and crop rotation changes over the 1990–2000 period on the intensity and spatial pattern of soil erosion in Slovakia. The assessment is based on principles defined in the Universal Soil Loss Equation (USLE) modified for application at regional scale and the use of the CORINE land cover (CLC) databases for 1990 and 2000. The C factor for arable land has been refined using statistical data on the mean crop rotation and the acreage of particular agricultural crops in the districts of Slovakia. The L factor has been calculated using sample areas with parcels identified by LANDSAT TM data. The results indicate that the land-cover and crop rotation changes had a significant influence on soil erosion pattern predominately in the hilly and mountainous parts of Slovakia. The pattern of soil erosion changes exhibits high spatial variation with overall slightly decreased soil erosion risks. These changes are associated with ongoing land ownership changes, changing structure of crops, deforestation and afforestation.     

20～50 km超长隧道(洞)横向贯通误差允许值研究

目前国内超长隧道(洞)工程越来越多,但迄今为止,国内外20～50 km的超长隧道(洞)的横向贯通误差允许值尚无规范可循,在对洞外GPS平面控制网、洞内狭长导线网的布设以及测量误差对横向贯通误差的影响进行深入研究的基础上,提出了影响值的估算方法,通过大量模拟计算,并根据山西省引黄工程超长隧洞的测量和贯通实践,给出了超长隧道(洞)工程横向贯通误差允许值表,可供制定相应的规范和类似的工程实践参考.     

城市轨道交通盾构隧道病害空间分布特征量化研究

随着地铁的不断建设与投入使用,我国正在逐步进入地铁运营养护期,地铁病害检测与运营养护也逐渐得到重视。随着地铁运营年限的增加,病害也呈现加重趋势。通过三维激光扫描技术获取隧道病害全面信息,利用空间自相关性分析地铁隧道病害的地理空间分布特征,对于认识病害形成机理,防治病害具有重要意义。本文以某地铁隧道通过三维激光扫描所获得的水平收敛数据为基础,利用空间自相关分析法定量分析了病害在地理空间上的分布特征,以及与周边水文地质环境的关系。结果表明,隧道病害在地理空间分布上呈现显著的空间正相关与空间集聚特性,且病害严重区与隧道周边水文地质环境密切相关。本文结果为隧道病害地理空间分布特征研究、认识病害分布规律及后期病害治理提供了有效依据。     

空间圆拟合方法在地铁洞门坐标计算中的应用

将地铁洞门看成空间圆球体与空间平面相交形成的圆。首先,使用最小二乘法拟合空间洞门所在的平面;然后,利用空间平面方程作为约束条件进行最小二乘法空间圆球体拟合,即可得到空间圆方程并得到圆心坐标与半径;最后,结合上海市12号线洞门检测工程实例验证该方法的有效性。