Abstract：The purpose of this paper is to review the state-of-the-art of dynamic control of flood limited water level from theoretical research and research on multi-reservoir system.The theoretical research focus on three aspects:the real-time dynamic control flood limited water level during pre-storing and pre-releasing procedure,as well as the utilization criteria forecast information.Four aspects on dynamic control of flood limited water level for multi-reservoir system are reviewed.The main ideas and applicable conditions of the methodologies to determine the boundary and dynamic control of flood limited water level are discussed comprehensibly.Lastly,in view of the current research and existing problems of dynamic control flood limited water level,future research prospects are put forward:① the availability analysis theory of forecast information for multi-reservoir system;② the theory and methodology of flood risk analysis for the whole process of dynamic control of flood limited water level for multi-reservoir system;③ the theory of dynamic control of flood limited water level for complex reservoir system.
[1] 大连理工大学,国家防汛抗旱总指挥部办公室.水库防洪预报调度方法及应用[M].北京:中国水利电力出版社,1996. [2] 邱瑞田,王本德,周惠成.水库汛期限制水位控制理论与观念的更新探讨[J].水科学进展,2004(1):68-72. [3] 王本德,周惠成.水库汛限水位动态控制理论与方法及其应用[M]. 北京:中国水利水电出版社,2006. [4] 任明磊,何晓燕,丁留谦,等.水库汛限水位动态控制域确定方法研究发展动态综述[J].水力发电,2016(6):61-65. [5] 王本德,周惠成,张改红.水库汛限水位动态控制方法研究发展现状[J].南水北调与水利科技,2007(3):43-46. [6] 孙建光,何晓燕,黄金池,等.汛限水位动态控制风险评估研究综述[J].人民黄河,2012(9):10-13. [7] Bower B T,Hufschmidt M M,Reedy W W. Operating procedures:Their role in the design of water-resources systems by simulation analyses[M]. Cambridge,Mass:Harvard Univ. Press,1962. [8] Ding W,Zhang C,Peng Y,et al. An analytical framework for flood water conservation considering forecast uncertainty and acceptable risk[J]. Water Resources Research,2015,51(6):4702-4726. [9] Draper A J,Lund J R. Optimal hedging and carryover storage value[J]. Journal of Water Resources Planning and Management,2004,130(1):83-87. [10] You J,Cai X. Hedging rule for reservoir operations:1. A theoretical analysis[J]. Water Resources Research,2008,44(1):186-192. [11] You J, Cai X. Hedging rule for reservoir operations:2. A numerical model[J]. Water Resources Research,2008,44(1):568-569. [12] Hui R,Lund J,Zhao J,et al. Optimal pre-storm flood hedging releases for a single reservoir[J]. Water Resources Management, 2016,30(14):5113-5129. [13] Ding W,Zhang C,Cai X,et al. Multiobjective hedging rules for flood water conservation[J]. Water Resources Research,2017,53(3):1963-1981. [14] 陈炯宏,郭生练,刘攀,等.梯级水库汛限水位联合运用和动态控制研究[J].水力发电学报,2012(6):55-61. [15] 谭乔凤,雷晓辉,王浩,等.考虑梯级水库库容补偿和设计洪水不确定性的汛限水位动态控制域研究[J].工程科学与技术,2017(1):60-69. [16] 周如瑞.并联水库群防洪预报调度方式及其风险分析研究[D].大连:大连理工大学,2017. [17] 周惠成,董四辉,王本德,等.水库群联合防洪预报调度方式及汛限水位研究[J].大连理工大学学报,2006(3):401-406. [18] 王国利,袁晶瑄,梁国华,等.葠窝水库汛限水位动态控制域研究与应用[J].大连理工大学学报,2008(6):892-896. [19] 周研来,郭生练,刘德地,等.三峡梯级与清江梯级水库群中小洪水实时动态调度[J].水力发电学报,2013(3):20-26. [20] 钟平安,孔艳,王旭丹,等.梯级水库汛限水位动态控制域计算方法研究[J].水力发电学报,2014(5):36-43. [21] 李菡,彭勇,彭兆亮,等.基于库容补偿分析确定葠窝水库汛限水位研究[J].南水北调与水利科技,2011(3):39-42. [22] 董霞.基于库群防洪库容补偿调度的水库汛限水位动态控制[J].东北水利水电,2005(7):34-35. [23] 张忠波,何晓燕,耿思敏,等.苗家坝-碧口梯级水库汛期水位动态控制研究[J].中国水利水电科学研究院学报,2017(6):468-477. [24] 李玮,郭生练,刘攀,等.基于预报及库容补偿的水库汛限水位动态控制研究[J].水文,2006(6):11-16. [25] 何海祥,顾圣平,邵雪杰,等.梯级水库汛限水位动态控制域计算模型[J].三峡大学学报(自然科学版),2017(2):6-9. [26] 刁艳芳.双标准的水库防洪预报调度方式研究及其应用[D].大连:大连理工大学,2010. [27] 张改红.基于防洪预报调度的水库汛限水位设计与控制研究[D].大连:大连理工大学,2008. [28] 张静.水库防洪分类预报调度方式研究及风险分析[D].大连:大连理工大学,2008. [29] 董四辉.水库防洪预报调度及灾情评价理论研究与应用[D].大连:大连理工大学,2006. [30] 张改红,王国利,张静,等.确定梯级水库联合防洪预报调度方式优化方法研究[J].大连理工大学学报,2010(1):123-130. [31] 周研来,郭生练,段唯鑫,等.梯级水库汛限水位动态控制[J].水力发电学报,2015,34(2):23-30. [32] 李玮,郭生练,刘攀,等.梯级水库汛限水位动态控制模型研究及运用[J].水力发电学报,2008(2):22-28.
2018, Vol. 28 
