黄河大堤,Yellow River dyke
1)Yellow River dyke黄河大堤
1.Test and study on soil water curve of unsaturated soil ofYellow River dyke;黄河大堤非饱和土土-水特性试验研究
英文短句/例句
1.Inspection report of the experience of construction and management on Shaoxing Urban Flood Control Project,Huanghe Grand Dyke and Jingjiang Grand Dyke绍兴城防、黄河大堤、荆江大堤建管经验的考察报告
2.The immigration places the region to concentrate around the Yellow River main dike with the Yellow River Rear part newborn silt place.移民安置区域集中在黄河大堤周围和黄河尾间新生淤地。
3.Study and Application on Triaxial Tensile Test of Soil From Dike of Yellow River黄河大堤土体三轴抗拉试验研究与应用
4.It is estimated that the amount of earth used to reinforce the Yellow River dikes four times since the founding of New China was enough to build 13 Great Walls.据测算，新中国成立后4次加高培厚黄河大堤的土方量可以与13座万里长城等比。
5.Study of Maximum Depth of Scouring in Front of Gu Dong Breakwater of the Yellow River Delta;黄河三角洲防波堤（孤东海堤）堤前海域最大冲刷深度研究
6.Analysis on Seepage of Saturated and Unsaturated Soil of Embankments on the Lower Yellow River黄河下游大堤饱和-非饱和土渗流分析
7.First-class dikes on the Yangtze, Yellow and other major rivers should be built or reinforced to enable them to withstand the largest flood to happen ever since the founding of New China.要建设好长江、黄河等大江大河的一类堤防工程，能防御建国以来发生的最大洪水。
8.This paper summaries the function and benefits of Yellow River dyke strengthening by desilting.概述黄河放淤固堤的作用及效益评价。
9.Analysis on Sensibility of Multi-Factor of Embankment Slope of the Lower Yellow River黄河下游堤防边坡多因素敏感性分析
10.EVOLUTION OF THE SHELL RIDGE ISLANDS IN THE NORTHERN YELLOW RIVER DELTA黄河三角洲北部贝壳堤岛的近期演变
11.Study on Failure Mechanism and Methodology of Safety Assessment of the Lower Yellow River Dike;黄河下游堤防破坏机理与安全评价方法的研究
12.Slope Stability Analysis of Unsaturated Soil Downstream Yellow River Levee;黄河下游堤防非饱和土边坡稳定性分析
prehensive Economic Evaluation on Basis of AHP for the Project of Reinforcing Levees at Huanggang Reach;基于AHP的黄冈河段堤防加固工程综合经济评价
14.The Research on Speeding up the Drainage Consolidation of the Project of Reinforcing the Yellow River Dike by Desilting黄河放淤固堤工程加快淤背体排水固结研究
15.Reasonable design width of the back of silt area in the standardization dike project of Yellow River黄河标准化堤防工程淤背的合理设计宽度
16.Improvement Plan of Yellow River’s Levee Works Located at Wangjiatan of Baode County and Damaged by Flood黄河保德王家滩水毁堤防工程治理方案
17.Main Factors and Methods of Evaluation on Soil Mass Quality of Embankments on the Lower Yellow River黄河下游堤防土体质量评价的主要因素和方法
18.NUMERICAL ANALYSIS OF ENDANGER OF CRACK IN STANDARDIZATION DIKE OF YELLOW RIVER IN DONGMING OF SHANDONG PROVINCE山东东明黄河标准化堤防裂缝危害数值分析
相关短句/例句
Yellow River dike黄河堤防
1.Study on back aggrabation width of yellow river dike;黄河堤防合理淤背宽度研究
3)Huaihe dam淮河大堤
4)the dike in the lower reaches of Yellow River黄河下游堤防
5)standardization dike of Yellow River黄河标准化堤防
6)Yellow River bridge黄河大桥
1.High-pier simple construction method ofYellow River bridge;黄河大桥高墩简易施工方法
2.The Welding Technique of Steel Beam Monolithic Gusset for Sunkou Yellow River Bridge;孙口黄河大桥钢梁整体节点的焊接技术
3.Acccording to the situation of concrete works for the bearing platforms, this article describs the methods of the quality control of concrete works in winter for the bearing platforms of the piers in the Yellow River Bridge, especially in the method of controlling the thermal cracks of concrete.根据承台混凝土现场施工情况 ,介绍了黄河大桥桥墩承台冬季施工质量控制 ,尤其是温度原因引起的混凝土裂缝的控制方法。
延伸阅读
黄河大堤黄河干流在上游甘肃省和宁夏、内蒙古自治区河段均设有堤防。下游在河南省孟津县以下,右岸大堤有两段共长604.8km,即河南省郑州市邙山脚下至山东省梁山县徐庄长348.2km；济南市宋庄至垦利县二十一户长256.6km。平阴和长清县为山岭无堤防。左岸大堤有三段共长718.8km，即河南省孟县中曹坡至封丘县鹅弯长171.1km；河南省长垣县大车集到台前县张庄长194.5km;山东阳谷县陶城埠至利津四段长 353.2km。以上两岸临黄河干堤共1323.6km,孟津县还有7.6km的堤防。为防止倒灌天然文岩渠,还修守贯孟堤9.3km和太行堤33km。河口地区还修有堤防124.4km。以上堤防统称黄河大堤,共长1497.9km。大堤是黄河防洪工程系统的主要组成部分。黄河大堤历史悠久,远在春秋时期（公元前685年以前）就有堤防，战国以后即把堤防作为抗御洪水的主要工具。历史上黄河多次决口改道，每次大改道，都沿着新的河道修筑堤防。黄河下游现行河道，在河南兰考东坝头以上两岸大堤，为明清时代的老堤,约有500年的历史。东坝头以下至山东省垦利河口两岸大堤，是清咸丰五年(1855)铜瓦厢改道后，在民埝的基础上逐渐形成的,已有130余年的历史。一般河滩高于背河地面3～5m左右。黄河大堤,以防郑州花园口站22000m3/s（相当于60年一遇）洪水为设计标准。在山东省东阿县陶城埠以下大堤,按防11000m3/s洪水设计。大堤超出设计洪水的高度（超高），是根据各河段的河宽及风速计算出风浪高度,再加安全超高1m。河南郑州至山东省东明县高村,两岸堤顶超高为3m；高村以下到艾山为2.5m；艾山以下为2.1m。堤防断面按稳定分析与经验相结合拟定。堤顶宽度，除满足稳定要求外,并考虑防汛备料和交通运输,在山东省艾山以上,堤顶宽为9～12m，临背河边坡均为1:3；艾山以下堤顶宽为7～11m,临河边坡为1:2.5,背河为1:3。经理论计算和实践经验,浸润线一般按1:8计。如满足不了渗透稳定要求，加修后戗，戗顶高出渗流出逸点以上0.5～1.0m，顶宽2～4m，边坡1:5。黄河大堤加固主要措施是：①对堤身隐患，采取锥探、灌浆的办法。②加固防渗设施按临河防渗背河导渗的原则处理。临河一般用抽槽换土、修粘土斜墙；背河用沙石反滤、减压井等。③巩固堤身。利用黄河含沙量多的特点，采取自流或提水放淤和用吸泥船放淤。自20世纪70年代以来，在平时不靠水的堤段，淤宽 30～50m，经常靠水的险工堤段，淤宽50～100m。到1988年已放淤固堤长约600km,对巩固堤防起到显著作用。（见堤坝隐患探测、堤防隐患处理）黄河下游大堤，在1949年以前，堤身残破，防御能力很低，时常决口为患。1950年以来，经过了三次大规模的加高加固，筑堤已部分由人力施工发展为机械化施工,并规定堤身土料干容重须达到1.5t/m3。1950～1985年共计完成土方约7.7亿m3,整修加固险工堤段的石坝及石护岸（见彩图）5216道，工程长度 309km，用石逾1400万m3，并大力消灭堤身隐患，捕捉害堤动物，堤旁种树，堤身植草，消杀风浪，加强防守。现已安渡40年伏秋大汛。
