Processes,spatio‐temporal factors and measurements of current erosion in the French Southern Alps: a review     

Luc Descroix  Nicolle Mathys 《地球表面变化过程与地形》2003,28(9):993-1011

Present erosion in mountainous areas of Western Europe causes land management problems, particularly for areas located downstream of erosion zones. Except for transalpine roads and ski resorts, economic activities no longer require as much space as they did in the past. Therefore, natural reforestation has provided signi?cant protection for alpine hillslopes during the 20th century. However, extreme ?oods continue to cause severe damage in intra‐alpine valleys, as well as in piedmont and surrounding plains, making the study of present water erosion phenomena very important. Many studies have investigated the processes and factors of water erosion on slopes at both the catchment and plot scales. They have focused on rock fragmentation and transportation in different ?elds, the spatial and temporal explanatory variables, the consequences downstream (?ooding, sedimentation, river bed evolution) and the impact of ?oods. In the French Alps, present erosion has been studied in a variety of outcrops, with several recent studies conducted in ?elds such as marls, clayey deposits, molasses and moraines. These kinds of outcrops are found throughout the alpine massif, including an area of special interest on the great Jurassic black marl outcrop where badlands are frequently observable. Geomorphologists and hydrologists have been particularly interested in the strong erosion processes in marls, seeking to determine the main patterns and the impact of spatial and temporal factors on soil loss quantities. The main climatic factors of rock disaggregation were found to be the freeze–thaw and wet–dry cycles, which destroy rock cohesion, and the splash effect of rain. The principal site variables are vegetation cover, exposure and dip–slope angle. Erosion rates are two or three orders of magnitude higher on bare soils than on pastures; northern aspect slopes suffer two to four times as much soil loss as southern aspect slopes. Finally, the angle formed by the slope and the dip also determines different behaviours: erosion rates are higher when slope and dip are perpendicular than when they are parallel. The transportation agents are mostly debris ?ows and runoff caused by intense precipitation. Annual erosion depth in the marls is generally assumed to be substantial, up to 10 mm. The high value can be explained by the severity of the climatic conditions and the brittleness of the lithology, which results in numerous fractures. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

CBERS-02星CCD数据在林业资源监测中的应用评价   总被引：6，自引：0，他引：6  

韩爱惠  王庆杰  孙向然 《国土资源遥感》2004,15(2):61-64,78

以福建南平地区为试验区,从灰度分析、波段相关性、图像光谱特征及林业专题分类精度等方面,分析了中巴二号星CCD数据的质量、成图比例尺、对林业专题信息的提取情况,论述了CBERS02-CCD数据(简称02星数据)在林业资源监测中应用的可行性。  相似文献   

Phase‐shifts in shear stress as an explanation for the maintenance of pool–riffle sequences     

Scott N. Wilkinson  Robert J. Keller  Ian D. Rutherfurd 《地球表面变化过程与地形》2004,29(6):737-753

The stability of the pool–rif?e sequence is one of the most fundamental features of alluvial streams. For several decades, the process of velocity, or shear stress, reversal has been proposed as an explanation for an increase in the amplitude of pool–rif?e sequence bars during high ?ows, offsetting gradual scour of rif?es and deposition in pools during low ?ows. Despite several attempts, reversal has rarely been recorded in ?eld measurements. We propose that, instead of being reversed, maxima and minima in shear stress are phase‐shifted with respect to the pool–rif?e sequence bedform pro?le, so that maximum shear stress occurs upstream of rif?e crests at high ?ow, and downstream at low ?ow. Such phase‐shifts produce gradients of shear stress that explain rif?e deposition, and pool scour, at high ?ow, in accord with sediment continuity. The proposal is supported by results of a one‐dimensional hydraulic model applied to the surveyed bathymetry of a pool–rif?e sequence in a straight reach of a gravel‐bed river. In the sequence studied, the upstream phase‐shift in shear stress at high ?ow was associated with variations in channel width, with width minima occurring upstream of rif?e crests, approximately coincident with shear stress maxima, and width maxima occurring downstream of rif?e crests. Assuming that the width variation is itself the result of ?ow de?ection by rif?e crests at low ?ow, and associated bank‐toe scour downstream, low and high ?ow can be seen to have complementary roles in maintaining alluvial pool–rif?e sequences. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Wind effects on sediment transport by raindrop‐impacted shallow flow: a wind‐tunnel study     

G. Erpul  D. Gabriels  L. D. Norton 《地球表面变化过程与地形》2004,29(8):955-967

In wind‐driven rains, wind velocity and direction are expected to affect not only energy input of rains but also shallow ?ow hydraulics by changing roughness induced by raindrop impacts with an angle on ?ow and the unidirectional splashes in the wind direction. A wind‐tunnel study under wind‐driven rains was conducted to determine the effects of horizontal wind velocity and direction on sediment transport by the raindrop‐impacted shallow ?ow. Windless rains and the rains driven by horizontal wind velocities of 6 m s^?1, 10 m s^?1, and 14 m s^?1 were applied to three agricultural soils packed into a 20 by 55 cm soil pan placed on both windward and leeward slopes of 7 per cent, 15 per cent, and 20 per cent. During each rainfall application, sediment and runoff samples were collected at 5‐min intervals at the bottom edge of the soil pan with wide‐mouth bottles and were determined gravimetrically. Based on the interrill erosion mechanics, kinetic energy ?ux (E_rn) as a rainfall parameter and product of unit discharge and slope in the form of q^bS^c_o as a ?ow parameter were used to explain the interactions between impact and ?ow parameters and sediment transport (q_s). The differential sediment transport rates occurred depending on the variation in raindrop trajectory and rain intensity with the wind velocity and direction. Flux of rain energy computed by combining the effects of wind on the velocity, frequency, and angle of raindrop impact reasonably explained the characteristics of wind‐driven rains and acceptably accounted for the differences in sediment delivery rates to the shallow ?ow transport (R₂ ≥ 0·78). Further analysis of the Pearson correlation coef?cients between E_rn and qS_o and q_s also showed that wind velocity and direction signi?cantly affected the hydraulics of the shallow ?ow. E_rn had a smaller correlation coef?cient with the q_s in windward slopes where not only reverse splashes but also reverse lateral raindrop stress with respect to the shallow ?ow direction occurred. However, E_rn was as much effective as qS_o in the sediment transport in the leeward slopes where advance splashes and advance lateral raindrop stress on the ?ow occurred. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Spatial evaluation of a multi‐class sediment transport and deposition model     

K. Van Oost  L. Beuselinck  P. B. Hairsine  G. Govers 《地球表面变化过程与地形》2004,29(8):1027-1044

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Comparing different methods of bed shear stress estimates in simple and complex flow fields     

Pascale M. Biron  Colleen Robson  Michel F. Lapointe  Susan J. Gaskin 《地球表面变化过程与地形》2004,29(11):1403-1415

Bed shear stress is a fundamental variable in river studies to link ?ow conditions to sediment transport. It is, however, dif?cult to estimate this variable accurately, particularly in complex ?ow ?elds. This study compares shear stress estimated from the log pro?le, drag, Reynolds and turbulent kinetic energy (TKE) approaches in a laboratory ?ume in a simple boundary layer, over plexiglas and over sand, and in a complex ?ow ?eld around de?ectors. Results show that in a simple boundary layer, the log pro?le estimate is always the highest. Over plexiglas, the TKE estimate was the second largest with a value 30 per cent less than the log estimate. However, over sand, the TKE estimate did not show the expected increase in shear stress. In a simple boundary layer, the Reynolds shear stress seems the most appropriate method, particularly the extrapolated value at the bed obtained from a turbulent pro?le. In a complex ?ow ?eld around de?ectors, the TKE method provided the best estimate of shear stress as it is not affected by local streamline variations and it takes into account the increased streamwise turbulent ?uctuations close to the de?ectors. It is suggested that when single‐point measurements are used to estimate shear stress, the instrument should be positioned close to 0·1 of the ?ow depth, which corresponds to the peak value height in pro?les of Reynolds and TKE shear stress. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

中国东部海区科学钻探工程CSDP-02井钻探效率统计分析          下载免费PDF全文

翟育峰  张英传  田志超 《探矿工程》2019,46(12):13-17

CSDP-02井是中国东部海区科学钻探工程2井,该井采用五开结构,完井井径98 mm,完井井深2843.18 m,历时504 d,创造了海洋科学钻探全取心井深世界纪录。本文介绍了该井的施工过程,对该井的钻进时间、钻探效率和回次进尺长度进行了系统的统计与分析。通过分析,对影响海上深部科学钻探效率的海况、后勤保障等因素进行了简单的阐述,为提高海上深孔钻探施工效率提供了参考依据。  相似文献   

南黄海陆架区CSDP-1孔沉积物碎屑锆石U-Pb年龄物源判别     

何梦颖  梅西  张训华  刘健  郭兴伟  郑洪波 《吉林大学学报(地球科学版)》2019,49(1):85-95

南黄海作为东部陆架海的一部分,其沉积物记录了源区、气候及古环境演变等多方面的信息。本文利用激光剥蚀等离子体质谱（LA-ICPMS）的方法,对南黄海西部CSDP-1孔沉积物进行了碎屑锆石U-Pb年龄测定。结果表明,CSDP-1孔沉积物碎屑锆石主要表现出300~100,500~300,1 000~700,2 100~1 700和2 600~2 300 Ma 5组年龄区间。由底部到顶部,钻孔沉积物中除了1 000~700和2 100~1 700 Ma的锆石质量分数变化较大,其他年龄组的锆石质量分数没有明显的变化趋势;长江、黄河、废黄河和淮河作为钻孔区域可能的物质来源,其沉积物碎屑锆石U-Pb年龄分布存在显著差异,其中长江沉积物以1 000~700 Ma的锆石为特征,黄河沉积物中2 100~1 700 Ma的锆石质量分数最高,废黄河与淮河沉积物中500~300 Ma的锆石质量分数均比黄河和长江沉积物高。通过对CSDP-1钻孔及河流沉积物进行物源判别并结合相关性分析可认为：钻孔沉积物3.20 Ma以来存在多源物质贡献,长江源物质占优势,淮河源次之;淮河从2.16 Ma开始对钻孔区域有影响;0.78 Ma该区开始有黄河源的物质,且以黄河沉积物为主要物质来源;废黄河对钻孔区域几乎没有影响。  相似文献   

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彭利峰  张胜军  李大炜  赵倩 《大地测量与地球动力学》2013,33(4):65-68

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In situ measurements of sediment settling characteristics in floodplains using a LISST‐ST     

Ivo Thonon  Johannes R. Roberti  Hans Middelkoop  Marcel van der Perk  Peter A. Burrough 《地球表面变化过程与地形》2005,30(10):1327-1343

Due to a lack of data on settling velocities (w_s) and grain size distributions (GSDs) in ?oodplain environments, sedimentation models often use calibrated rather than measured parameters. Since the characteristics of suspended matter differ from those of deposited sediment, it is impossible to derive the w_s and GSD from the latter. Therefore, one needs to measure in situ suspended sediment concentrations (SSCs), settling velocities, effective grain sizes and sedimentation ?uxes. For this purpose we used the LISST‐ST, a laser particle sizer combined with a settling tube. In 2002 (twice) and 2004, we located the LISST‐ST with an optical backscatter sensor and sediment traps in two ?oodplains in The Netherlands: one along the unembanked IJssel River, another along the embanked Waal River. Measurements revealed that the SSC in the ?oodplains varied in relation to the SSC in the river channel. Smaller ?ocs dominated the SSC, while larger ?ocs dominated the potential sedimentation ?uxes. The in situ GSD in the IJssel ?oodplain was signi?cantly coarser than in the Waal ?oodplain, while the dispersed median grain sizes were equal for both ?oodplains. Therefore, the dispersed median grain size was two to ?ve times smaller than the effective one. The in situ grain size exhibited a signi?cant positive relationship with w_s, although the w_s for the largest ?ocs showed high variability. Consequently, the variability in sedimentation ?uxes was also large. In the actual sedimentation ?uxes, and hence in sedimentation models, in situ grain sizes up to about 20 µm can be neglected. In ?oodplain sedimentation models the relation between settling velocity and in situ grain size can be used instead of Stokes's law, which is only valid for dispersed grain sizes. These models should also use adequate data on ?ow conditions as input, since these strongly in?uence the suspended sediment characteristics. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献