水利学报
水利學報
수리학보
2013年
11期
1359-1365
,共7页
高堆石坝%施工度汛%协商%决策演化%微分对策
高堆石壩%施工度汛%協商%決策縯化%微分對策
고퇴석패%시공도신%협상%결책연화%미분대책
high rock-fill dam%construction during flood period%negotiation%decision evolution%differen-tial game
大坝施工度汛方案的选择与坝体填筑进度的计划及控制密切相关。本文针对高堆石坝填筑施工过程的挡水和过水的特点,以坝前水位的随机性和坝体挡水高程的时变性描述施工度汛风险。结合协商者的风险偏好和利益导向,引入承包商与业主在不同度汛方案下的效益函数,运用微分对策建立时变条件下高堆石坝施工度汛协商决策演化模型,给出了协商机制下度汛决策行为的动态演化过程及其决策路径和坝体填筑高程的变化特征。实例计算结果表明决策演化模型下的坝体填筑上升高度与实际工程接近,工期与实际工程相符,验证了该模型的可行性与有效性,对高堆石坝度汛风险决策与控制具有理论意义和参考价值。
大壩施工度汛方案的選擇與壩體填築進度的計劃及控製密切相關。本文針對高堆石壩填築施工過程的擋水和過水的特點,以壩前水位的隨機性和壩體擋水高程的時變性描述施工度汛風險。結閤協商者的風險偏好和利益導嚮,引入承包商與業主在不同度汛方案下的效益函數,運用微分對策建立時變條件下高堆石壩施工度汛協商決策縯化模型,給齣瞭協商機製下度汛決策行為的動態縯化過程及其決策路徑和壩體填築高程的變化特徵。實例計算結果錶明決策縯化模型下的壩體填築上升高度與實際工程接近,工期與實際工程相符,驗證瞭該模型的可行性與有效性,對高堆石壩度汛風險決策與控製具有理論意義和參攷價值。
대패시공도신방안적선택여패체전축진도적계화급공제밀절상관。본문침대고퇴석패전축시공과정적당수화과수적특점,이패전수위적수궤성화패체당수고정적시변성묘술시공도신풍험。결합협상자적풍험편호화이익도향,인입승포상여업주재불동도신방안하적효익함수,운용미분대책건립시변조건하고퇴석패시공도신협상결책연화모형,급출료협상궤제하도신결책행위적동태연화과정급기결책로경화패체전축고정적변화특정。실례계산결과표명결책연화모형하적패체전축상승고도여실제공정접근,공기여실제공정상부,험증료해모형적가행성여유효성,대고퇴석패도신풍험결책여공제구유이론의의화삼고개치。
Scheme of dam construction during flood is intimately associated with the dam filling schedule planning and controlling. According to the characteristics of water retaining and overtopping in high rock-fill dam construction process,randomness of flood level in front of dam and time variation of water re-taining height are used to describe risk during flood period. Benefit functions of contractor and owner in dif-ferent schedule are introduced combined with risk preference and interest orientation. Negotiation decision evolutionary model of high rock-fill dam construction during flood period on time-varying is built by using differential game theory. Dynamic evolution process of decision behavior under the negotiation mechanism is given, as well as the path of decision and the change of filling height. The case result shows the rising height and construction period of decision evolutionary model agree well the actual project, which verifies the feasibility and effectiveness of the model. It is of greater theoretical significance and reference value to risk decision and control for high rock-fill dam construction during flood period.