Page 128 - 2024年第55卷第3期
P. 128

同时多因素的影响具有耦合作用,不是单一因素影响程度的简单累加。
                  ( 5)建立了堰塞坝蓄水阶段持续时间、溢流阶段持续时间、溃决时长及完整寿命的预测模型,其
              均具有较好的拟合程度和预测效果;在此基础上结合 Shen模型提出了融合模型。

              参 考 文 献:

                [ 1] CASAGLIN,ERMINIL,ROSATIG.Determininggrainsizedistributionofmaterialcomposinglandslidedamsin
                       theNorthernApennine:samplingandprocessingmethods[J].EngineeringGeology,2003,69(1?2):83 - 97.
                [ 2] ZHOUGGD,ZHOU M J,SHRESTHA M S,etal.Experimentalinvestigationonthelongitudinalevolutionof
                       landslidedam breachingandoutburstfloods[J].Geomorphology,2019,334:29 - 43.
                [ 3] COSTAJE,SCHUSTERRL.Theformationandfailureofnaturaldams[J].GeologicalSocietyofAmericaBulle
                       tin,1988,100:1054 - 1068.
                [ 4] 张晨笛,林永鹏,徐梦 珍,等.怒 江 干 流 堰 塞 坝 特 征 及 稳 定 河 床 机 制 [J].水 利 学 报,2019,50(10):
                      1165 - 1176.
                [ 5] LIAOH M,YANGXG,LUGD,etal.Experimentalstudyontheriverblockageandlandslidedam formation
                       inducedbyrockslides [J].EngineeringGeology,2019:105269.
                [ 6] 周兴波,周建平,杜效鹄,等.白格堰塞湖抢险处置应急管理与经验启示[J].水利学报,2021,52(10):
                      1229 - 1239.
                [ 7] 石振明,马小龙,彭铭,等.基于大型数据库的堰塞坝特征统计分析与溃决参数快速评估模型[J].岩石
                       力学与工程学报,2014,33(9):1780 - 1790.
                [ 8] YANGSH,PANYW,DONGJJ,etal.Asystematicapproachfortheassessmentoffloodinghazardandrisk
                       associatedwithalandslidedam [J].NaturalHazards,2013,65:41 - 62.
                [ 9] COSTAJE.Foodsfrom dam falure[R].Denver:UnitedStatesGeologicalSurvey,1985.
                [10] WALDERJS,O’CONNORJE.Methodsforpredictingpeakdischargeoffloodscausedbyfailureofnaturaland
                       constructedearthendams[J].WaterResourcesResearch,1997,33(10):2337 - 2348.
                [11] PENGM,ZHANGLM.Breachingparametersoflandslidedams[J].Landslides,2011,9:13 - 31.
                [12] HAKIMZADEH H,NOURANIV,AMINIA B.Geneticprogrammingsimulationofdam breachhydrographand
                       peakoutflowdischarge [J].JournalofHydrologicEngineering,2014,19(4):757 - 768.
                [13] 齐子杰,黄卫,汪利先,等.堰塞坝溃决参数模型评估与优化分析[J].人民长江,2022,53(12):157 - 166.
                [14] SHENDY,SHIZM,PENG M,etal.Longevityanalysisoflandslidedams[J].Landslides,2020,17(8):
                      1797 - 1821.
                [15] SAFRANEB,O’CONNORJE,ELYLL,etal.Plugsorflood - makers?Theunstablelandslidedamsofeastern
                       Oregon[J].Geomorphology,2015,248:237 - 251.
                [16] LAIPJ,CHIUCF,HSUSK, etal.Longevityoflandslidedams[J].EngineeringGeologyforSocietyand
                       Territory ,2015,2:1105 - 1108.
                [17] 崔鹏,韩用顺,陈晓清.汶川地震堰塞湖分布规律与风险评估[J].工程科学与技术,2009,41(3):35 - 42.
                [18] WEIDINGERJT.StabilityandlifespanoflandslidedamsintheHimalayas(India,Nepal)andtheQinLing
                       Mountains(China)[J].NatureandArtificialRockslideDams,2011,133:243 - 277.
                [19] STEFANELLICT,CATANIF,CASAGLIN.Geomorphologicalinvestigationsonlandslideonlandslidedams[J].
                       GeoenvironmentalDisasters ,2015,2(1):1 - 15.
                [20] 刘宁,杨启贵,陈祖煜.堰塞湖风险处置[M].武汉:长江出版社,2016.
                [21] SCHUSTERRL.Landslidedams—aworldwidephenomenon[J].JournalofJapaneseLandslideSociety,1995,
                      31(4):38 - 49.
                [22] SATOH P,HARPEL.Interpretationofearthquake - inducedlandslidestriggeredbythe12May2008,M7.9
                       WenchuanearthquakeintheBeichuanarea ,SichuanProvince,ChinausingsatelliteimageryandGoogleEarth
                       [J].Landslides,2009,6(2):153 - 159.
                [23] SHIZM,WANGYQ,PENGM,etal.Landslidedamdeformationanalysisunderaftershocksusinglarge - scale
                       shakingtabletestsmeasuredbyvideogrammetrictechnique[J].EngineeringGeology,2015,186:68 - 78.

                —  3 7  —
                     6
   123   124   125   126   127   128   129   130   131   132