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1.
I.INTRODUCTIONTwo-dimensionalnumericalmodelisaPOwerfoltoolforengineersandriVermanagerstopredictfloodhydxaulics,identifyareasofinundation,anddesignoptionsforfloodcontrollingstructures.SomespecialproblemswithheavilysedimentladenflowriVershouldbecarefullyconsideredforthenumericalmodeldesigning;1.theplaneformofariVerisusuallybraidedanditsmainchannelshiftsoften.Themainchannelandbarreplaceeachotherseveraltimesinonefloodevent.Atagivenlocationthewaterdepthmaychangefromover10meterstoseveralcenhm…  相似文献   

2.
A l-D numerical model of unsteady flow for river channel has been developed in the paPer. Based ontoPograPhy of l980 and field data of a flood occurred on July l2-25, l981 (,'8l.7" flood), caIculation ofthe "8l.7" flood rouhng has been imPlemented as calibration of the model. Using the same hydrographsof,'8l.7" flood and different toPograPhies of l980 and l993 respectively, processes and profiles ofhydrograps, variations and featores of flood traVel along the Yichang-Jianli river reaches h…  相似文献   

3.
The method of multiple regression is used to analyze the influences of flood events from the coarse sediment producing areas on the channel siltation and fluvial process of the lower Yellow River based on the flood events from 1950 to 1985. The results showed that the flood events from the coarse sediment producing areas carry larger amounts of sediment load and coarser particle sizes than from other source areas, which increases deposition in the lower river channel. And there exist good correlations between channel siltation of the lower reaches of the Yellow River and the coming water and sediment of flood events from the coarse sediment producing areas. Through these correlations, the amounts of sediment deposition in the lower river channel could be roughly estimated based on the runoff and sediment load of flood events from the coarse sediment producing areas. The sediment deposition caused the fluvial process. There exists a complex response of channel form change to the coming water and sediment load of flood events from the coarse sediment producing areas. When the sediment concentration is smaller than 200kg/m3, the ratio between wide-depth ratio after flood and wide-depth ratio before flood((B/h)a / (B/h)b) will increase with the increase of the maximum sediment concentration; when the sediment concentration is near 200kg/m3, (B/h)a / (B/h)b reaches the maximum value; and when the sediment concentration reaches the limits of hyperconcentrated flow, (B/h)a / (B/h)b will decrease with the increase of the maximum sediment concentration. Generally, flood events from the coarse sediment producing areas made channel form of the lower Yellow River deeper and narrower, but a large amount of sediment deposition simultaneously occurs. So, the impacts of flood events from the coarse sediment producing areas on the channel of the lower Yellow River are lessened.  相似文献   

4.
lCOMPOSITIONOFTHE"92.8"FLOODThreerainstormsoccurredfrom7ththrough13,,,August,1992inShaanxiProvince,diStributingfromnorthtosouthinsequence.Therainfallareacoveredtheregionsofintensivesoilerosion,'wheretheaveragerateoferosionis10,000-15',000ton/kmZ'year.Fig.IshowsisohyetsofrainfallintensityinthecatchmentoftheMiddleYellowRiVerdepictingthedistributionoftherainstormsfrom7thto13,,,August,1992(thehydrologicalBureauYRCC,1992).ThecenterofthefirstrainstormwaslocatedattheYikezhaomengPrefec…  相似文献   

5.
Throughout the history of China, the Yellow River has been associated with flood disasters and changes in the course of its lower reaches because of sedimentation. From 602 B.C. to 1949 the river experienced 1593 levee bursts, flooding vast areas, and claiming millions of human lives. The river shifted its main course by avulsion 26 times with the apex around Zhengzhou, resulting in devastating calamities and numerous old channels. Training of the Yellow River has a history of more than 3000 yr. Levee construction has been the major strategy for flood control. Two extremely different strategies has been proposed and practiced in the past 2000 yr, i.e. the "wide river and depositing sediment" strategy and the "narrow river and scouring sediment" strategy. This paper analyzes the levee breaches and flood disasters in the past 2000 yr and compares the results of the two extremely different strategies. The "narrow river and scouring sediment" strategy has only short term effects on levee breach control and flood mitigation. The "wide river and depositing sediment" strategy can essentially mitigate flood disasters and reduce levee breaches for a long term period of time. The "wide river and depositing sediment" strategy has been used and no levee breach has occurred in the past 67 yr, which has been the only periods of more than 50 yr with no levee breaches in the history of the Yellow River since 700 A.D.Modern flood and sedimentation management methods have also been introduced, and the strategy of applying the ' "widen the river and enhance the levees" approach for the upper and lower reaches management is proposed.  相似文献   

6.
1INTRODUCTIONTheHaiheRiverBasinislocatedinNorthChinawithareaof262.6km2.Itisaquicklydevelopedareawithmanyimportantcitiesandindustrialhubs,includingBeding,Tianjin,Tangshan,Cangzhou,DezhouandHuanghua.Theareawatchedfastprogressesinurbanizationinthepastdecades,andhumanactivitieshaveresultedingreatinfluencesontheenvironment,riverhydrologyandsedimentbudget.Theareaisprojectedtobemoreprosperouswithmoreoilandgasfields,chemicalindustrybases,anddenserrailwaysandexpresshighwaysinthenextcent'Ury.T…  相似文献   

7.
1INTRODUCTIONTheBrahmaputraRiveroriginatesfromtheJimayanzhongglacieratthenorthfootoftheHimalayaMountainsinSouthTibet,China.I...  相似文献   

8.
IINTRODUCTIONAccuratepredictionoftheconsequencesofaflooddetelltion-diversionoperationincomplexriverchannelnetworkisofgreatimportancetothedecisionmakingprocess.InthisregardtWotypesofmodelavailableforsimulatingsuchoperationsarefarfromsatisfactory,duetotheintricatenatUreofprocessesinvolvedintheseoperations.Thefirstmodeltype,i.e.,thewidelyusedhydrologicalmodels,dependsonsystematicwaterstageanddischargemeasurementsatgaugestations,andtheirpredictionsarelimitedtovariationsimwaterstageanddischar…  相似文献   

9.
黄河流域是我国遭受地震灾害最为严重的流域,近年来探测工作对黄河中下游的活动断层有较多新认识,如构成北华北盆地与南华北盆地新构造分界的新乡-商丘断裂,新发现存在多个晚更新世活动段,具备发生中强级以上地震的可能,对识别沿黄河中下游的地震危险源、提高地震危险性认识有重要影响。本文通过总结近年来活动断层探测的最新进展,分析了沿黄河中下游地区的活动断层分布特征及其可能产生的灾害影响,并提出后续工作规划建议。  相似文献   

10.
Based on long-term measurements at three gauging stations, Toudaoguai, Fugu and Hequ, and one meteorological station, this article discusses the features of discharge (Q) and sediment concentration (Cs) of a river reach of the Yellow River with a reservoir located in the Loess Plateau. The impacts of the local sub-watershed between Toudaoguai and Fugu gauging stations on sediment budget to the Yellow River have been analyzed. In addition, the deposition processes in the Tianqiao Reservoir have been investigated. Results show over 80% of the precipitation that falls in the local subwatershed is unable to contribute to the Yellow River runoff process. It is found that the annualmaximum sediment concentration is usually less than 30 kg/m^3 during flood seasons at Toudaoguai Gauging Station, but the sediment concentration varies dramatically at Fugu Gauging Station. About 35% of the sediment eroded in the sub-watersheds between Toudaoguai and Fugu gauging stationswas produced from the Huangfuchuan sub-watershed which has a drainage area accounting only for 10% of the drainage area between Toudaoguai and Fugu gauging stations. The Tianqiao Reservoir generally has deposition during the summer flood season, and scouring during the non-flood season.On average, over 85% of deposited sediment in the reservoir occurs in the 12 km long lower reservoir reach. The volume of annual deposition in the reservoir mainly depends on the volume of water from the local region between Hequ and Fugu gauging stations.  相似文献   

11.
黄河水资源问题与对策研究   总被引:1,自引:0,他引:1  
黄河是中国的第二大河.黄河下游由于水资源缺乏近些年来频频发生的断流引起了人们的极大关注.黄河水资源问题日益重要,继黄河洪水、泥沙之后,成为举世瞩目的又一个热点问题.黄河水资源问题有其自身的特点,人们一直在探寻解决这个问题的好方法.本文根据长期实测资料分析介绍了黄河水资源的概况,剖析了黄河水资源开发利用中存在的问题,并对如何解决这些问题提出了建议.  相似文献   

12.
1 INTRODUCTION Dongting Lake lies south of the middle reach of the Yangtze River in Hunan and Hubei provinces (Fig. 1). On the north side of Dongting Lake, there are the three diversion openings of the Yangtze River named Songzi, Taiping, and Ouchi, and, on the south and west sides, there are the four tributary streams named Xiang, Zi, Yuan, and Li Rivers. The flow of the three diversion openings and the four tributary streams runs into Dongting Lake, and runs out at Chenglingji a…  相似文献   

13.
Impact assessment of urbanization on flood risk in the Yangtze River Delta   总被引:2,自引:0,他引:2  
The Yangtze River Delta region is the region with highest urbanization speed in China. In this study, 6 typical urbanization areas in Yangtze River Delta were selected as the objectives of study. Flood risk assessment index system was established based on the flood disaster formation mechanism, and analytic hierarchy process was utilized to define the weight of indices. The flood hazard, the exposure of disaster bearing body, the vulnerability of disaster bearing body and the comprehensive flood risk corresponding to three typical years in different urbanization stages, 1991, 2001 and 2006 were assessed. The results show that the flood hazard and the exposure of disaster bearing body in the 6 areas are all with an increasing trend in the process of urbanization, among which, the increasing trend of the exposure of disaster bearing body is especially obvious. Though the vulnerabilities of disaster bearing body in the 6 areas are all with decreasing trend owe to the enhancement of flood control and disaster mitigation capability, the comprehensive flood risks in the 6 areas increased as a whole, which would pose a serious threat to urban sustainable development. Finally, effective countermeasures for flood risk management of urbanization areas in Yangtze River Delta were put forward based on the assessment results.  相似文献   

14.
PROBABLEMAXIMUMFLOODFORDAMSAFETYASSESSMENTC.F.LEE(Formerly,ManagerofGeotechnicalandHydraulicEngineeringDepartment;ManagerofCi...  相似文献   

15.
Small runoff, large sediment load, and incompatible relationship of flow and sediment load are very important characteristics of the Yellow River. They are also the crux of the most prominent problems of the Yellow River. To solve these problems, the regimes of flow and sediment load have to be improved by increasing water, reducing sediment load, and by using reservoirs to regulate flow and sediment load. The results of experiments for regulating the flow and sediment load in the last three years by the Xiaolangdi Reservoir have indicated that this measure is a realistic and effective way to mitigate the prominent problems in flood control of the Lower Yellow River at present and in the near future. However, the regulation system is still imperfect. It is advisable to speed up the pace of research and construction of the system for regulating flow and sediment load.  相似文献   

16.
In the past decades, the floods of the Yangtze and Yellow River introduced unexpected changes of the ecological community and sedimentary dynamics in the East China Sea (ECS). To reconstruct the flood events in the ECS, 228Th, 230Th and 232Th have been examined in a sediment core. The specific activities of three thorium isotopes have good positive relations with fine fractions (〈63 μm), indicating that Th activity concentrations heavily depend upon the sediment grain size. The size-normalized activities of 228Th, 23-Th and 232Th showed significant variations. Coincidences between the higher Th activities and historical floods of the Yangtze and Yellow River demonstrated that size-normalized Th recorded the two rivers' flood events. The activity ratios of thorium isotopes, i.e. 230Th/232Th and 228Th/232Th, also showed similar patterns to the historical river floods. In three periods (1740s, 1840-1860s and 1930-1960s), characterized by frequent floods, the thorium activity ratios were fairly low and close to the Yangtze and Yellow River estuary sediments, coinciding with the less oceanic 228Th and 230Th contributions during the flooding periods. Accordingly, these results support the size-normalized Th activity and thorium ratios as proxies of the river floods in coastal seas.  相似文献   

17.
1991年太湖地区洪涝灾害评估与人类活动的影响   总被引:4,自引:3,他引:1  
孙顺才  赵锐  毛锐  赵宏 《湖泊科学》1993,5(2):108-117
1991年6、7月间,太湖地区遭受特大洪涝灾害,受灾面积达3309km~2,直接经济损失达106亿元。梅雨暴雨是造成这次洪灾的直接原因,短时间内,降雨量达899mm,为100—200年一遇,超过该地区的承受能力。人类活动对加重灾情亦有着重要影响,包括:围垦与泥沙淤积,使河湖调蓄功能下降;太湖出口河道74.6%被封淤堵死,致使太湖水位达4.79m,超过历史最高记录;圩外面积减少及城市化发展等。治理对策包括充分发挥河湖调蓄功能;合理安排圩外调蓄流量,打通骨干排水河道及城市防洪系统建设等。  相似文献   

18.
防洪工程作为人类抵御洪灾的首选手段,为人们提供了保障,但人们对其风险认知还存在一定的偏差。本文从公众层面入手,在我国历史上洪灾最严重的两大流域—长江流域和黄河流域,分别选取岳阳沿洞庭湖区和开封沿黄河地区为研究区,调查公众对当地防洪工程的信赖状况和水灾风险认知情况,回收有效样本831份。据此分析影响防洪工程信赖的因素和工程信赖对公众风险认知的影响。研究发现,公众对防洪工程的信赖度较高,区域趋同性明显;公众对工程信赖的程度,因居住地与风险源的距离、性别、年龄和家庭劳动力结构的不同而存在差异;同时,对防洪工程的过于信赖,会降低公众对洪灾的恐惧心理和警惕性,并使得公众产生消极和积极并存的应对灾害的行为倾向。洪灾多发地区应建立大型洪灾、巨灾的风险防范和洪水保险机制,完善我国的再保险制度;政府在高风险区的分区域管理过程中,应以大局为重;构建"文化自觉"的科学防灾文化观,正确引导公众认识到工程措施能力的限度,扭转在工程信赖基础上的风险认知偏差。  相似文献   

19.
Severe floods can have disastrous impacts and cause wide ranging destruction in the Mekong River basin. At the same time groundwater resources are significantly influenced and extensively recharged by flood water in inundation areas of the basin. This study determines the variation of groundwater resources caused by flooding over inundated areas located in lower part of the Mekong River basin using numerical modeling and field observations. The inundation calculations have been evaluated using satellite image outputs. Comparing large, medium and small flood events, we conclude that flood control which reduces the area of inundation, results in a reduction of groundwater resources in the area. In 1993, a 19% reduction in inundation areas resulted in a 31% reduction in groundwater storage. In 1998, a 44% reduction in inundation areas led to a 42% reduction in groundwater storage. Thus, while flood control activities are vital to reduce negative flood impacts in the Mekong River basin, they also negatively impact groundwater resources in the area.  相似文献   

20.
吉林西部的白城、松原两市是松花江、嫩江、洮儿河的交汇地带,1998年该区域发生特大洪水,洪涝灾害发生不久,位于洪害区内的前郭地震观测站,两项手段出现异常,继而在两市境内发生一系列小震。分析该区域洪涝灾害、前兆异常和地震活动三者之间的关系,研究该类型地震孕震过程中震区应力-应变积累与地下水动态的内在联系,对加深洪涝与地震相关机制的认识将起到一定的参考作用。  相似文献   

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