Influences of coupled wind–water processes on suspended sediment grain size: an example from tributaries of the Yellow River / Influences de processus couplés éoliens-hydriques sur la granulométrie des matières en suspension: exemple d'affluents du Fleuve Jaune     

《水文科学杂志》2013,58(5)

Abstract

Some unique coupled wind–water erosion processes exist in the desert-loess transitional zone in the middle Yellow River basin. Based on data from 40 stations on 29 rivers, a study was made on the influence of such processes on suspended sediment grain-size characteristics of the tributaries of the Yellow River. Results show that the percentage of >0.05-mm grain size decreases with the increased annual mean precipitation, but increases with the increase in the annual mean number of sand-dust storm days. The percentage of <0.01-mm grain size increases with the increase in the annual mean precipitation, but decreases with the increase in the annual number of sand-dust storm days. Based on annual mean data from 40 stations, multiple regression equations were established between the percentages of >0.05-mm grain size (r _>0.05) and <0.01-mm grain size (r _<0.01), annual mean precipitation (P _m) and annual mean number of sand-dust storm days (D _ss). On this basis, the relative contributions of the variations in D _ss and P _m to the variation in r _>0.05 and r _<0.01 were estimated. The results indicate that the variation in sand-dust storm frequency exerts greater influences on the variation in grain-size characteristics of suspended load than does the variation in annual mean precipitation. With the increase in the coupled wind–water processes index, expressed by P _m/D _ss, the percentage of >0.05-mm grain size in suspended sediment decreases and the percentage of <0.01-mm grain size increases. With the variation in P _m/D _ss, different combinations of r _>0.05 with r _<0.01 appear, which have some influence on the formation of hyperconcentrated flows. There exist some optimal ratios of coarse to fine fractions in suspended sediment that make sediment concentrations of hyperconcentrated flows the highest. The optimal r _>0.05/r _<0.01 value is related to some range of the index P _m/D _ss. When the P _m/D _ss index falls in this range, the optimum combination of relative coarse with fine sediments in the suspended load appears, and thus results in the peak values of sediment concentration.  相似文献   

松散地基上特大公路桥梁工程勘察与评价     

陈振荣 《上海国土资源》1994,(1):13-18

本文通过具体工程实践,对在松散地基上兴建特大型公路桥梁的工程勘察要求、勘探工作布置、墩台基础持力层的选择及对地基评价作了分析、论述,可供同行借鉴与参考  相似文献   

化脓性脊柱炎影像学诊断(附23例分析)     

唐桂长  郝明珠  王月训 《CT理论与应用研究》1993,(4)

笔者报告了23例化脓性脊柱炎。本文着重分析对比了X线平片和CT检查结果,通过分析对比,发现CT检查优于X线平片,并有助于对化脓性脊柱炎早期作出诊断。主要影像学表现:早期,软组织肿胀和脓肿形成,骨质呈虫蚀状破坏,随之破坏区周围出现增生硬化。CT 还能发现炎块中的气体。晚期,骨质修复占优势,即骨质增生硬化,骨桥形成,最后可产生骨性融合。  相似文献   

泥湾门大桥浅海大直径嵌岩桩施工技术          下载免费PDF全文

柴云来 《探矿工程》1994,(3):28-29,31

介绍了在浅海施工直径２．２０ｍ嵌岩桩的技术问题。包括平台的搭设，用刮刀钻头与牙轮钻头钻进克取硬岩一次成孔工艺，利用冲洗液平衡原理处理浅海钻进护简断裂的成孔方法，改进浇灌清孔流程，保证浇灌质量。  相似文献   

化脓性脊柱炎影像学诊断（附23例分析）     

房桂云  郝明珠 《CT理论与应用研究》1995,4(1):46-50

笔者报告了２３例化脓性脊柱炎。本文着重分析对比了Ｘ线平片和ＣＴ检查结果，通过分析对比，发现ＣＴ检查优于Ｘ线平片，并有助于对化脓性脊柱炎早期作出诊断。主要影像学表现：早期，软组织肿胀和脓肿形成，骨质呈虫蚀状破坏，随之破坏区周围出现增生硬化。ＣＴ还能发现炎块中的气块，晚期骨修复占优势，即骨质增生硬化，骨桥形成，最后可产生骨性融合。  相似文献   

高烈度区连续梁桥的减震设计方法研究   总被引：2，自引：1，他引：2  

方海  李升玉  王曙光  刘伟庆 《地震工程与工程振动》2005,25(6):178-182

本文以高烈度区的某三跨连续梁桥为例，分别采用基础隔震和消能减震两种措施进行结构的减震分析；针对隔震结构减震效果好但主梁位移过大的特点，提出了在采用铅芯橡胶隔震支座的同时设置粘滞阻尼器的减震方案，其非线性时程分析结果表明，该方案能有效地降低结构的地震反应，可供工程实践参考。  相似文献   

大跨度斜拉桥变形监测研究   总被引：16，自引：0，他引：16  

吴栋材 《测绘学报》2002,31(3):278-281

系统地介绍现代大跨度桥梁变形监测的内容、变形监测的方案与资料分析，结合武汉长江二桥的监测实践，指出利用现代测量仪器和技术，如GPS定位系统、测量机器人等不仅完全可以满足大跨度桥梁管理部门提出的要求，而且还可以提高测量速度，其测量成果也具有很高的精度。  相似文献   

用综合物探方法对黎川大桥桥基隐伏异常地质体的研究   总被引：1，自引：1，他引：1  

熊章强 《华东地质学院学报》2002,25(2):113-116

运用地震反射波法、电阻率剖面法和电阻率测深法的综合勘察，对黎川大桥河西岩桥基的地质稳定性及隐伏异常地质体进行了研究。结果表明：河西岸桥台位置有长英岩脉存在，脉体SW侧比NE侧花岗岩风化更为严重。  相似文献   

综合勘探在武汉军山长江大桥勘察中的应用     

杨志波  刘玉山等 《地球科学》2001,26(4):336-339

单一的勘探手段很难适应高速公路基本建设对勘察设计的高水平、高质量和高效率的要求。将钻探、地震勘探、重力勘探、磁法勘探、电视测井、声波测井等勘探手段综合运用于武汉军山大桥地质勘察中，不但精确探明了桥墩处地层岩性的风化程度，裂隙的位置、产状、规模，岩石完整性等，准确提供了岩石的力学参数，而且缩短了勘察周期，降低了成本。  相似文献   

Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation     

Kazi R. Karim  Fumio Yamazaki 《地震工程与结构动力学》2001,30(12):1839-1856

Fragility curves express the probability of structural damage due to earthquakes as a function of ground motion indices, e.g., PGA, PGV. Based on the actual damage data of highway bridges from the 1995 Hyogoken‐Nanbu (Kobe) earthquake, a set of empirical fragility curves was constructed. However, the type of structure, structural performance (static and dynamic) and variation of input ground motion were not considered to construct the empirical fragility curves. In this study, an analytical approach was adopted to construct fragility curves for highway bridge piers of specific bridges. A typical bridge structure was considered and its piers were designed according to the seismic design codes in Japan. Using the strong motion records from Japan and the United States, non‐linear dynamic response analyses were performed, and the damage indices for the bridge piers were obtained. Using the damage indices and ground motion indices, fragility curves for the bridge piers were constructed assuming a lognormal distribution. The analytical fragility curves were compared with the empirical ones. The proposed approach may be used in constructing the fragility curves for highway bridge structures. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献