EFFECTS OF SEDIMENT GRADATION ON THE GEOMETRY OF RIVER DELTAS     

Chjeng-Lun SHIEH  Chih-Ming TSENG  and Shaohua Marko HSUProfessor  Department of Hydraulics  Ocean Engineering  Director  Disaster Prevention Research Center  National Cheng-Kung University  Tainan  Taiwan    China. Ph.D. Candidate  Department of H 《国际泥沙研究》2001,16(1)

l INTRODUCTlONIn this study, formation of alluvial deltas was treated as a river-dominated type of topograPhy process,caused simply by sediment deposition from a channel into a wide basin. The influences of waves, tides,and density differences related to coastal effects were excluded. There have been numerous experimentalstUdies on river delta problems. For examPle, Shieh et al. (1988, 1997) used coarse sediment asexperimental material and revealed the development and the geometric simil…  相似文献   

黄河北、章丘、淄博煤田煤层气开发前景     

范士彦  魏怀习等 《中国煤田地质》2001,13(4):27-28

黄河北、章丘、淄埔煤田煤层在深成变质演化的基础上,受岩浆浸入的影响，局部迭加了区域岩浆热变质和接触变质作用，导致煤阶增高，对煤层生气具有重要作用。通过煤层气的基本特征和有利烃源条件的分析，估算了黄河北、章丘、淄博煤田煤层气资源量为1333．31亿m^3，可作为今后勘探开发的目标区。  相似文献   

Modelling mean annual sediment yield using a distributed approach   总被引：3，自引：0，他引：3  

Anton J. J. Van Rompaey  Gert Verstraeten  Kristof Van Oost  Gerard Govers  Jean Poesen 《地球表面变化过程与地形》2001,26(11):1221-1236

In this paper a spatially distributed model for the calculation of sediment delivery to river channels is presented (SEDEM: SEdiment DElivery Model). The model consists of two components: (1) the calculation of a spatial pattern of mean annual soil erosion rates in the catchment using a RUSLE (Revised Soil Erosion Equation) approach; and (2) the routing of the eroded sediment to the river channel network taking into account the transport capacity of each spatial unit. If the amount of routed sediment exceeds the local transport capacity, sediment deposition occurs. An existing dataset on sediment yield for 24 catchments in central Belgium was used to calibrate the transport capacity parameters of the model. A validation of the model results shows that the sediment yield for small and medium sized catchments (10–5000 ha) can be predicted with an average accuracy of 41 per cent. The predicted sediment yield values with SEDEM are significantly more accurate than the predictions using a lumped regression model. Moreover a spatially distributed approach allows simulation of the effect of different land use scenarios and soil conservation techniques. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

褥垫层地复合地基受力模式的影响及工程实例分析     

梅传书  钟登华  徐海峰 《水文地质工程地质》2001,28(6):54-56

采用复合地基方案时，在基础和复合地基之间可设一层粒状材料垫层，以起“调整均化”作用。本文通过分析褥垫层对复合地基受力模式的影响，探讨了褥垫层在保证桩土共同承担荷载，改善复合地基承载性状等方面所具有的重要意义。最后通过对某具体工程实例的分析，得出一些相关结论。  相似文献   

漏斗式全沙排沙技术及其应用   总被引：9，自引：0，他引：9       下载免费PDF全文

周著  邱秀云  侯杰  王顺久 《水科学进展》2001,12(1):95-98

主要介绍了一种新型泥沙处理技术,即“漏斗式全沙排沙术”.该项技术既可以排除粗颗粒的推移质泥沙,也可以排除细颗粒的悬移质泥沙.对0.5mm以上的粗颗粒泥沙的截沙率为100%,对0.5mm以下细颗粒泥沙的截沙率为90%,排沙耗水量仅占渠道引水量的2%～5%.  相似文献   

大连地区南北向剪切滑褶变形   总被引：4，自引：0，他引：4  

王宗秀  杨天南  唐哲民 《岩石矿物学杂志》2001,20(2):208-216

大连地区经历了漫长而又特殊的地质构造演化过程，自中生代以来，全区处于活动大陆边缘环境，并遭受多期构造变形事件的影响，其中大规模南北向剪切滑褶变形为资产发现并确定，其为区内众多变形事件中规模最大、影响最广的一期构造事件，本文在详细的地质调查基础上，初步研究分析了研究区南北向剪切滑褶变形的构造-岩石组合特征及变形模式，并就变形动力学背景及变形时代进行了探讨。  相似文献   

东湖主要点源氮 , 磷负荷的动态变化   总被引：7，自引：1，他引：7  

贺华中 《湖泊科学》1996,8(3):229-234

根据1990～1992年对武汉东湖水果区几个点源的监测研究,并通过对1982年和1992年入湖氮、磷量的比较,认为武汉东湖富营养化主要在于含氮、磷生活污水的排入;东湖的氨氮污染与可溶磷污染较严重。阐述了东湖水质继续向严重富营养化演变的原因,并提出了防治富营养化的建议。  相似文献   

Investigation on the Load/Unload Response Ratio With Coda Q-1 as Response     

Chen Xuezhong  Yin Xiangchu  Aki K  Ouyang H  Jin A.  Song Zhiping  and Wang YucangCenter tor Analysis  Prediction  SSB  Beijing  ChinaSouthern California Eanhquake Center  University of Southern California  Los Angeles  USAInstitute of Geophysics  SSB  Beijing  China 《中国地震研究》1996,(4)

The load/unload response ratio YQ with the geophysical parameter coda Q-1 of the crust as response is denned in this study.The variation in YQ-1 before and after the Northridge earthquake of January 17,1994(California)has been investigated by using the data of coda Q-1 with frequencies of 1.5,3.0,6.0,12.0,and 24.0 Hz in the Southern California from 1987 to 1994.It can be found that YQ-1 for coda waves with all frequencies,the frequency of 12.0 Hz excluded,ascended to a certain extent prior to the occurrence of the rnainshock and returned to normality after the main shock.  相似文献   

Laboratory model tests for cyclic load-induced settlement of a strip foundation on a clayey soil     

B. M. Das  E. C. Shin 《Geotechnical and Geological Engineering》1996,14(3):213-225

Laboratory model test results are presented for the cyclic load-induced settlement of a strip foundation supported by a saturated clayey soil. In performing the tests, the foundation was initially subjected to an allowable static load, after which a cyclic load with a frequency of one cycle per second was superimposed on it. The magnitudes of the static load and the amplitude of the cyclic load were varied. Based on the model test results, relationships for the foundation settlement and intensities of the static and cyclic loads are presented.  相似文献   

新疆哈密黄山韧性挤压带超塑性拉伸砾石的特征及形成机制   总被引：2，自引：0，他引：2  

徐兴旺  马天林  孙立茜  李贵书 《地球学报》1996,17(3):276-281

新疆哈密黄山韧性挤压带变形砾石具超塑性拉伸的特征，变形砾石平均棉球体长短轴比（Ｘ／Ｚ）大于１０．变形砾石的微观构造、超微观构造、石英组构、及变形砾石拉伸量与砾内石英颗粒轴比（Ｘ／Ｚ）和砾内面理间隔（Ｄ）关系等的综合研究表明，挤压及其所导致的砾内矿物的细粒化和拉伸及砾内面理间隔的减小是砾石超塑性拉伸的重要变形机制。变形砾石粒度大小和岩性对砾石拉伸变形具一定的敏感性。另外，随着拉伸应变量的增大，硅质岩砾石石英组构有从Ｖ型极密、小圆环带、交叉环带向Ⅷ型极富和Ⅰ型极密演化的特征。  相似文献