岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2013年
1期
250-258
,共9页
权威%谭跃虎%李二兵%徐辉
權威%譚躍虎%李二兵%徐輝
권위%담약호%리이병%서휘
滑坡%风险评价%风险指标%坝址比选
滑坡%風險評價%風險指標%壩阯比選
활파%풍험평개%풍험지표%패지비선
landslide%risk assessment%risk index%dam site selection
以雅砻江卡拉水电站为例,针对滑坡群风险在水电工程坝址比选时的量化评价问题,在考虑滑坡体危险性分析和易损性分析的基础上,引入滑坡体工程影响系数、重要性系数、距离模数、滑坡体状况系数4个指标参数,综合考虑滑坡体客观情况与人类活动的影响,建立以年期望损失为指标的水电工程滑坡风险评价体系.在以坝址安全风险指标、堵江引起发电量损失指标与清淤损失指标和涌浪破坏损失指标为标准的综合评价方法中,运用安全与经济相平衡原则,得出基于滑坡风险评价的坝址比选结果.经实例计算,采用改进后的评价方法可得同一量纲下的计算分析比常规方法更具可比性,综合考虑可为坝址比选提供依据.
以雅礱江卡拉水電站為例,針對滑坡群風險在水電工程壩阯比選時的量化評價問題,在攷慮滑坡體危險性分析和易損性分析的基礎上,引入滑坡體工程影響繫數、重要性繫數、距離模數、滑坡體狀況繫數4箇指標參數,綜閤攷慮滑坡體客觀情況與人類活動的影響,建立以年期望損失為指標的水電工程滑坡風險評價體繫.在以壩阯安全風險指標、堵江引起髮電量損失指標與清淤損失指標和湧浪破壞損失指標為標準的綜閤評價方法中,運用安全與經濟相平衡原則,得齣基于滑坡風險評價的壩阯比選結果.經實例計算,採用改進後的評價方法可得同一量綱下的計算分析比常規方法更具可比性,綜閤攷慮可為壩阯比選提供依據.
이아롱강잡랍수전참위례,침대활파군풍험재수전공정패지비선시적양화평개문제,재고필활파체위험성분석화역손성분석적기출상,인입활파체공정영향계수、중요성계수、거리모수、활파체상황계수4개지표삼수,종합고필활파체객관정황여인류활동적영향,건립이년기망손실위지표적수전공정활파풍험평개체계.재이패지안전풍험지표、도강인기발전량손실지표여청어손실지표화용랑파배손실지표위표준적종합평개방법중,운용안전여경제상평형원칙,득출기우활파풍험평개적패지비선결과.경실례계산,채용개진후적평개방법가득동일량강하적계산분석비상규방법경구가비성,종합고필가위패지비선제공의거.
Taking Kala hydropower station on the Yalong River for example, aiming at the problem of quantitative assessment of group landslide risk in hydropower station dam site selection, and taking the analysis of landslide risk and vulnerability into consideration, four index parameters—engineering influence coefficient, importance coefficient, distance modulus and status coefficient of landslides are introduced. A hydropower landslide risk assessment system which considers the landslide status and the influence of human activity on landslide is built based on annual expected loss index. According to a comprehensive assessment method in which the index of dam site safety, the loss index of power output and river dredging caused by river blocking, and the loss index of surge damage are taken as the standard indices, the principle of balance security and economy is used to get the result of the dam site selection with landslide assessment. The improved risk assessment method under the same dimension is adopted; and it is demonstrated that the calculation and analysis are reliable than the traditional method in practice; therefore it can be used as a reference for dam site selection.