岩石力学与工程学报
巖石力學與工程學報
암석역학여공정학보
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING
2014年
11期
2332-2340
,共9页
水利工程%塌岸%塌岸机制%预测方法%平衡法
水利工程%塌岸%塌岸機製%預測方法%平衡法
수리공정%탑안%탑안궤제%예측방법%평형법
hydraulic engineering%bank collapse%collapse mechanism%prediction method%balanced approach
水库塌岸是水库蓄水过程中经常遇见的水库地质问题，水库蓄水后水库实际塌岸与传统方法预测相比往往存在较大差异，通过对国内已建成的10多座大型水库的塌岸实例调查，分析已有塌岸预测方法的适用条件、塌岸机制和塌岸影响因素，提出水库塌岸预测新方法--冲堆平衡法，研究结果表明，冲堆平衡法克服了传统塌岸预测方法的不足，起算点和塌岸预测参数的确定更为合理，从理论上讲更接近于实际情况，并通过实例验证，该方法具有一定的推广和应用价值。
水庫塌岸是水庫蓄水過程中經常遇見的水庫地質問題，水庫蓄水後水庫實際塌岸與傳統方法預測相比往往存在較大差異，通過對國內已建成的10多座大型水庫的塌岸實例調查，分析已有塌岸預測方法的適用條件、塌岸機製和塌岸影響因素，提齣水庫塌岸預測新方法--遲堆平衡法，研究結果錶明，遲堆平衡法剋服瞭傳統塌岸預測方法的不足，起算點和塌岸預測參數的確定更為閤理，從理論上講更接近于實際情況，併通過實例驗證，該方法具有一定的推廣和應用價值。
수고탑안시수고축수과정중경상우견적수고지질문제，수고축수후수고실제탑안여전통방법예측상비왕왕존재교대차이，통과대국내이건성적10다좌대형수고적탑안실례조사，분석이유탑안예측방법적괄용조건、탑안궤제화탑안영향인소，제출수고탑안예측신방법--충퇴평형법，연구결과표명，충퇴평형법극복료전통탑안예측방법적불족，기산점화탑안예측삼수적학정경위합리，종이론상강경접근우실제정황，병통과실례험증，해방법구유일정적추엄화응용개치。
The reservoir bank collapse is a common geological problem in the reservoir impounding process. There often exists significant difference between the prediction and the actual collapse ranges. A new method,named as balanced alluvial accumulation approach,is proposed for the prediction of reservoir bank collapse on the basis of the surveying of bank collapse cases of more than 10 large reservoirs in China,the measurement on all kinds of stable angle of collapse phenomenon,and the analysis of the applicable conditions,the collapse mechanism and the collapse factors of the current prediction method of bank collapse. The new method has the reasonable initial points and prediction parameters and overcomes the deficiency of the traditional prediction method of bank collapse. It is also verified by a case study.
