雨洪资源与地下水资源联合调控理论及应用研究
|
摘要
为缓解区域水资源供需矛盾,减少洪涝干旱灾害,开展雨洪资源与地下水资源联合调控研究,在充分挖掘现有水利工程(水库、湖泊)的潜力,再配套以必要的工程设施广开水源,增加水资源的可利用量,将是十分紧迫而又非常重要的任务。其中利用地表蓄水工程临时滞蓄多余洪水,然后在有条件地区通过一定设施将其回补地下存入地下水库,通过地表、地下水库的联合调度,对径流过程予以再分配,以丰补枯、以余补缺,具有十分重要的意义。
雨洪资源与地下水资源联合调控是以提高雨洪资源利用,促进雨洪资源与地下水资源的转化效率为出发点,将防洪与补源相结合,寓资源利用于灾害防范之中。其根本目的是要充分利用汛期雨量进行区域水资源的年调节和多年调节,实现水资源的可持续开发利用。主要调控手段包括提高地表洪水资源利用率和促进地表洪水转化为地下水资源两方面。为此本文从资源水利和可持续发展水利的角度出发,研究水库汛限水位实时动态控制和引洪回灌补源的水库优化调度这两种提高雨洪资源利用率,增加地下水补给量的非工程措施的理论与方法。同时系统研究了利用地下水库调蓄水资源时空分配的理论与方法,其中地下水库调蓄能力综合评价的指标体系与方法研究对优选适宜开发利用的地下水库区和规划地下调蓄远景区具有重要理论指导意义。主要研究内容和成果如下:
(1) 在分析我国水资源短缺问题及其对策,归纳总结目前提高雨洪资源利用的工程技术措施和非工程措施的基础上,对水库实施洪水资源化调度的必要性与可行性进行分析,重点研究洪水预报和降雨预报信息应用于水库洪水资源化调度中的可行性。在综合考虑入库洪水、水库安全运行、下泄洪水超下游地区防洪标准、下泄洪水减少导致下游生态环境用水破坏等不确定性因素后,对水库洪水资源化调度的风险因素进行分析,提出水库洪水预报调度方式的风险分析及降雨预报信息应用于水库实时调度中的风险分析方法。并给出考虑洪水预报和降雨预报误差的水库洪水资源化调度风险率的定义与计算方法。
(2) 基于汛限水位实时动态控制的新理念,提出汛限水位实时动态控制方案的决策方法及其实施步骤。引入洪水与兴利连续长系列调节方法并开发相应的系统软件计算水库的兴利效益,给出汛限水位动态控制风险率和风险损失的定义与计算方法。在此基础上,选取部分兴利效益指标和风险控制指标构建汛限水位实时动态控制决策方案优选的多指标评价体系。最后以大连市碧流河水库为例,采用多目标模糊模式识别理论模型对汛限水位动态控制方案进行优选计算,进而确定水库实时调度过程中汛限水位动态控制的满意决策方案。
To lessen the contradiction on supply and demand of regional water resource, reduce the disaster on flood and drought, develop joint-cooperation regulation and control of rainfall and flood resource and groundwater resource, enough dig the potential of the existing hydraulic engineering as reservoirs and lakes, and couple the indispensable engineering facilities to increase water resource, will become an import and urgent task. Especially, utilize surface storage water engineering to temporarily store surplus flood, and recharge groundwater in some area with good geological condition, by joint-cooperation operation on surface water and underground reservoirs, reassign run-off process to increase water quantity in water resource scarce and dry area, this will be quite significant.Joint regulation and control for rain and flood resources and groundwater is based on increasing the utilization rate of rainfall and flood resource, accelerating the transform efficiency between them. In which, flood control is combined with groundwater recharge to realize synchronously resource utilization and disaster prevention. The fundamental objective of above actions lies in rainfall of flood season should be enough utilized to realize annual regulation and years regulation of regional water resource, realize the sustained exploitation and utilization of water resource. The main means on regulation and control include two sides: one is improving the utilization rate of flood resource, the other is accelerating surface flood transforming groundwater. Based on the idea, the author discusses two optimal operation pattern of reservoirs as real dynamic limited water level and groundwater recharge from resource conservancy and sustained development, the corresponding theory and method of the two non-engineering measures are further studied. At the same time, the author still systematically studies the principle and method for using underground reservoirs to regulate time and space distribution of water resource. In which, the studies on index system and method of comprehensive evaluation on reservoirs regulation and storage capacity will become an important guidance significance to optimize underground reservoirs area and program underground regulation and storage area. The main research and results involved in the dissertation includes the following parts:(1) Water resource scarcity and the corresponding countermeasures are analyzed, the engineering and non-engineering measures at present for improving rainfall and flood resource utilization are also summarized. Then the author analyze the essentiality and feasibility implementing flood resource operation, especially emphasize the feasibility that some information of flood forecast and rainfall forecast is applied to flood resource operation of reservoirs. Based on the comprehensive consideration on some uncertainty factors as flood of inflow reservoirs, the safety running of reservoirs, flood flowing downstream exceeds flood control standard, or flood decrease leads to ecology environment damage, the risk factors for flood resource operation of reservoirs are analyzed, risk analysis of flood forecast operation pattern and the corresponding risk analysis method in which rainfall forecast information is applied to real operation of reservoirs are then proposed. Moreover, the risk rate of flood resource operation of reservoirs is also defined and the corresponding computing methods are respectively given based on the error analysis of flood forecast and rainfall forecast.
(2) Based on the new idea of the flood control limited water level controlled dynamically of a reservoir during flood season, the control techniques and steps of dynamic reservoir's limited level are firstly proposed. Then the flood and water utilizing serial regulation method is employed and the computing procedure is programmed using PowerBuilder 8.0 to calculate reservoir's utilizable benefits. Moreover, the risk rate and risk loss are defined and the corresponding computing methods are respectively given. On the basis of the above-mentioned issues, the assessment index system on optimizing dynamic limited level schemes is established, which considers both utilizable benefit indexes and risk control indexes. Lastly, the Biliuhe reservoir is cited as an example, a fuzzy pattern recognition model for multi-objective system is adopted to optimize the dynamic limited water level schemes. The satisfying plan obtained will provide an important reference and basis for dynamically controlling limited water level during real-time operation of a reservoir.(3) In order to make the most of surplus floodwater during flood periods and realize groundwater sustained exploitation an optimal model on flood control and groundwater recharge of a reservoir is firstly established in this dissertation. In the model, flood inflow into a reservoir is calculated by a runoff generation and flow concentration model of a watershed according to hydrological forecasting date, and the short range rainfall forecast information is considered. On the basis of the above-mentioned issues, an improved dynamic programming model, incorporated with interactive generating technology, is presented to optimize and control reservoir discharging schemes for flood control and recharging groundwater joint operation. Then the design risk and additive risks caused by errors of hydrologic forecast and meteorological forecast are defined and the corresponding calculation procedures are introduced. Finally, taking the Biliuhe reservoir as an example, the optimal model and calculating method of risks are applied to joint operation of the reservoir for flood control and groundwater recharge, the risk value and economic benefit for recharging groundwater are respectively computed and analyzed. The results show that recharge water quantity and the obtained economic benefit using the optimal model are more remarkable than that using the routine operation.(4) Based on the dynamic limited water level control real-time and optimal operation model of flood control and groundwater recharge, the real-time forecast operation system of a reservoir based on integrated information and facing on flood resources utilization and environment safety is built. The whole operation system integrates four manners as forecast operation, ordinary operation, groundwater recharge and ecology needing water operation with four systems as rainfall forecast, flood forecast, flood operation and risk analysis to realize the comprehensive and incorporate management, including information collection, flood forecast, operation pattern choice, real optimal operation, limited water level control dynamically and risk analysis, etc. The operation system built will provide an decision-making support tool for sustained development and flood resource utilization of reservoirs.(5) Underground reservoir for storage water can increase the utilization of flood resources, release loss of flood disaster and realize the sustainable development of water resources. In this dissertation, the concept, regulating principle, storage conditions and function features of underground reservoir incorporated in the flood control system of a watershed are firstly
introduced. Then, several parameters as regulation and storage volume, regulation and storage coefficient, re-storage index, are defined in order to quantitatively evaluate underground regulation and storage capacity. Among these parameters, the volume is one of the most important assessment indexes. Therefore, corresponding formulae are proposed to calculate the volume in the pore and karst water-bearing body, respectively. Lastly, the above-mentioned computation procedure combined with some flood parameters, is successfully applied to compute the regulation and storage capacity in lower Liao river watershed. The evaluation results can provide an important reference and basis for flood control and dispatching water resources in the course of optimal operation between surface water and ground water.(6) The regulation and storage capacity of an underground reservoir, related to many factors as hydrogeological condition, topography and physiognomy condition, natural geography and climate condition, groundwater exploitation and recharge, economic and technological condition, is a multi-layer and multi-objective system. It is difficult to precisely evaluate the regulation and storage capacity of an underground reservoir with only index. The regulation and storage capacity of an underground reservoir is defined from the viewpoint of keeping ecological balance and the sustainable development and utilization of water resources of a watershed. Then the index system of comprehensive evaluation on regulation and storage capacity is established. Furthermore, the underground reservoir as an multi-objective system, the fuzzy pattern recognition model with cross iteration for multi-objective and multi-layer system and the projection pursuit model based on real coding based accelerating genetic algorithm are introduced to compressively asses regulation and storage capacity of the underground reservoirs in lower Liao river watershed. The evaluation results for two approaches are compared and the applicative conditions are also given, respectively.The conclusions and the problems to be further studied are given at the end of the dissertation.
雨洪资源与地下水资源联合调控是以提高雨洪资源利用,促进雨洪资源与地下水资源的转化效率为出发点,将防洪与补源相结合,寓资源利用于灾害防范之中。其根本目的是要充分利用汛期雨量进行区域水资源的年调节和多年调节,实现水资源的可持续开发利用。主要调控手段包括提高地表洪水资源利用率和促进地表洪水转化为地下水资源两方面。为此本文从资源水利和可持续发展水利的角度出发,研究水库汛限水位实时动态控制和引洪回灌补源的水库优化调度这两种提高雨洪资源利用率,增加地下水补给量的非工程措施的理论与方法。同时系统研究了利用地下水库调蓄水资源时空分配的理论与方法,其中地下水库调蓄能力综合评价的指标体系与方法研究对优选适宜开发利用的地下水库区和规划地下调蓄远景区具有重要理论指导意义。主要研究内容和成果如下:
(1) 在分析我国水资源短缺问题及其对策,归纳总结目前提高雨洪资源利用的工程技术措施和非工程措施的基础上,对水库实施洪水资源化调度的必要性与可行性进行分析,重点研究洪水预报和降雨预报信息应用于水库洪水资源化调度中的可行性。在综合考虑入库洪水、水库安全运行、下泄洪水超下游地区防洪标准、下泄洪水减少导致下游生态环境用水破坏等不确定性因素后,对水库洪水资源化调度的风险因素进行分析,提出水库洪水预报调度方式的风险分析及降雨预报信息应用于水库实时调度中的风险分析方法。并给出考虑洪水预报和降雨预报误差的水库洪水资源化调度风险率的定义与计算方法。
(2) 基于汛限水位实时动态控制的新理念,提出汛限水位实时动态控制方案的决策方法及其实施步骤。引入洪水与兴利连续长系列调节方法并开发相应的系统软件计算水库的兴利效益,给出汛限水位动态控制风险率和风险损失的定义与计算方法。在此基础上,选取部分兴利效益指标和风险控制指标构建汛限水位实时动态控制决策方案优选的多指标评价体系。最后以大连市碧流河水库为例,采用多目标模糊模式识别理论模型对汛限水位动态控制方案进行优选计算,进而确定水库实时调度过程中汛限水位动态控制的满意决策方案。
To lessen the contradiction on supply and demand of regional water resource, reduce the disaster on flood and drought, develop joint-cooperation regulation and control of rainfall and flood resource and groundwater resource, enough dig the potential of the existing hydraulic engineering as reservoirs and lakes, and couple the indispensable engineering facilities to increase water resource, will become an import and urgent task. Especially, utilize surface storage water engineering to temporarily store surplus flood, and recharge groundwater in some area with good geological condition, by joint-cooperation operation on surface water and underground reservoirs, reassign run-off process to increase water quantity in water resource scarce and dry area, this will be quite significant.Joint regulation and control for rain and flood resources and groundwater is based on increasing the utilization rate of rainfall and flood resource, accelerating the transform efficiency between them. In which, flood control is combined with groundwater recharge to realize synchronously resource utilization and disaster prevention. The fundamental objective of above actions lies in rainfall of flood season should be enough utilized to realize annual regulation and years regulation of regional water resource, realize the sustained exploitation and utilization of water resource. The main means on regulation and control include two sides: one is improving the utilization rate of flood resource, the other is accelerating surface flood transforming groundwater. Based on the idea, the author discusses two optimal operation pattern of reservoirs as real dynamic limited water level and groundwater recharge from resource conservancy and sustained development, the corresponding theory and method of the two non-engineering measures are further studied. At the same time, the author still systematically studies the principle and method for using underground reservoirs to regulate time and space distribution of water resource. In which, the studies on index system and method of comprehensive evaluation on reservoirs regulation and storage capacity will become an important guidance significance to optimize underground reservoirs area and program underground regulation and storage area. The main research and results involved in the dissertation includes the following parts:(1) Water resource scarcity and the corresponding countermeasures are analyzed, the engineering and non-engineering measures at present for improving rainfall and flood resource utilization are also summarized. Then the author analyze the essentiality and feasibility implementing flood resource operation, especially emphasize the feasibility that some information of flood forecast and rainfall forecast is applied to flood resource operation of reservoirs. Based on the comprehensive consideration on some uncertainty factors as flood of inflow reservoirs, the safety running of reservoirs, flood flowing downstream exceeds flood control standard, or flood decrease leads to ecology environment damage, the risk factors for flood resource operation of reservoirs are analyzed, risk analysis of flood forecast operation pattern and the corresponding risk analysis method in which rainfall forecast information is applied to real operation of reservoirs are then proposed. Moreover, the risk rate of flood resource operation of reservoirs is also defined and the corresponding computing methods are respectively given based on the error analysis of flood forecast and rainfall forecast.
(2) Based on the new idea of the flood control limited water level controlled dynamically of a reservoir during flood season, the control techniques and steps of dynamic reservoir's limited level are firstly proposed. Then the flood and water utilizing serial regulation method is employed and the computing procedure is programmed using PowerBuilder 8.0 to calculate reservoir's utilizable benefits. Moreover, the risk rate and risk loss are defined and the corresponding computing methods are respectively given. On the basis of the above-mentioned issues, the assessment index system on optimizing dynamic limited level schemes is established, which considers both utilizable benefit indexes and risk control indexes. Lastly, the Biliuhe reservoir is cited as an example, a fuzzy pattern recognition model for multi-objective system is adopted to optimize the dynamic limited water level schemes. The satisfying plan obtained will provide an important reference and basis for dynamically controlling limited water level during real-time operation of a reservoir.(3) In order to make the most of surplus floodwater during flood periods and realize groundwater sustained exploitation an optimal model on flood control and groundwater recharge of a reservoir is firstly established in this dissertation. In the model, flood inflow into a reservoir is calculated by a runoff generation and flow concentration model of a watershed according to hydrological forecasting date, and the short range rainfall forecast information is considered. On the basis of the above-mentioned issues, an improved dynamic programming model, incorporated with interactive generating technology, is presented to optimize and control reservoir discharging schemes for flood control and recharging groundwater joint operation. Then the design risk and additive risks caused by errors of hydrologic forecast and meteorological forecast are defined and the corresponding calculation procedures are introduced. Finally, taking the Biliuhe reservoir as an example, the optimal model and calculating method of risks are applied to joint operation of the reservoir for flood control and groundwater recharge, the risk value and economic benefit for recharging groundwater are respectively computed and analyzed. The results show that recharge water quantity and the obtained economic benefit using the optimal model are more remarkable than that using the routine operation.(4) Based on the dynamic limited water level control real-time and optimal operation model of flood control and groundwater recharge, the real-time forecast operation system of a reservoir based on integrated information and facing on flood resources utilization and environment safety is built. The whole operation system integrates four manners as forecast operation, ordinary operation, groundwater recharge and ecology needing water operation with four systems as rainfall forecast, flood forecast, flood operation and risk analysis to realize the comprehensive and incorporate management, including information collection, flood forecast, operation pattern choice, real optimal operation, limited water level control dynamically and risk analysis, etc. The operation system built will provide an decision-making support tool for sustained development and flood resource utilization of reservoirs.(5) Underground reservoir for storage water can increase the utilization of flood resources, release loss of flood disaster and realize the sustainable development of water resources. In this dissertation, the concept, regulating principle, storage conditions and function features of underground reservoir incorporated in the flood control system of a watershed are firstly
introduced. Then, several parameters as regulation and storage volume, regulation and storage coefficient, re-storage index, are defined in order to quantitatively evaluate underground regulation and storage capacity. Among these parameters, the volume is one of the most important assessment indexes. Therefore, corresponding formulae are proposed to calculate the volume in the pore and karst water-bearing body, respectively. Lastly, the above-mentioned computation procedure combined with some flood parameters, is successfully applied to compute the regulation and storage capacity in lower Liao river watershed. The evaluation results can provide an important reference and basis for flood control and dispatching water resources in the course of optimal operation between surface water and ground water.(6) The regulation and storage capacity of an underground reservoir, related to many factors as hydrogeological condition, topography and physiognomy condition, natural geography and climate condition, groundwater exploitation and recharge, economic and technological condition, is a multi-layer and multi-objective system. It is difficult to precisely evaluate the regulation and storage capacity of an underground reservoir with only index. The regulation and storage capacity of an underground reservoir is defined from the viewpoint of keeping ecological balance and the sustainable development and utilization of water resources of a watershed. Then the index system of comprehensive evaluation on regulation and storage capacity is established. Furthermore, the underground reservoir as an multi-objective system, the fuzzy pattern recognition model with cross iteration for multi-objective and multi-layer system and the projection pursuit model based on real coding based accelerating genetic algorithm are introduced to compressively asses regulation and storage capacity of the underground reservoirs in lower Liao river watershed. The evaluation results for two approaches are compared and the applicative conditions are also given, respectively.The conclusions and the problems to be further studied are given at the end of the dissertation.
引文
[1] 刘文祥.水资源危机—21世纪全球热点资源环境问题[M].贵州科技出版社,2001.
[2] 陈志恺.中国水资源的可持续利用问题[J].水文,2003,23(1):1-5.
[3] 全国地下水降落漏斗面积达15万平方公里[EB/OL].http://news.enorth.com.cn/system/2003/10/30/000659852.shtml.
[4] 刘国纬.论防洪减灾非工程措施的定义与分类[J].水科学进展,2003,14(1):98-103.
[5] 汪恕诚.中国防洪减灾的新策略[J/OL].中国水利报,http://www.hwcc.com.cn,2003,6.
[6] 陈克森.山东省集雨增补地下水与水资源可持续利用探讨[J].水文,2003,23(1):28-31.
[7] 邵东国.跨流域调水工程规划调度决策理论与应用[M].武汉大学出版社,2001.
[8] 种玉麒,张为华.北京城区雨洪利用的研究[J].北京水利,1996,(5):24-27.
[9] 陈守煜.我国西部缺水地区汛期规律与洪水资源利用[R].水利部科技创新项目,SCX2000-38.
[10] 大连工学院水利系水工教研室,大伙房水库工程管理局.水库控制运用[M].北京:水利电力出版社,1978,6.
[11] 水利部长江流域规划办公室,河海大学,水利部丹江口水利枢纽管理局.综合利用水库调度[M].北京:水利电力出版社,1990,3.
[12] 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,2004,15(1):68-72.
[13] R. Olive, D.P. Loucks. Operating rules for multireservoir systems[J]. Water Resources Research. 1997, 33(4): 839-852
[14] 吴迎新,王金文,伍永刚.福建水电站群短期发电量最大优化调度模型与算法研究[J].电力系统及其自动化学报,2002,14(6):35-39.
[15] 王本德,周惠成,程春田.梯级水库群防洪系统的多目标洪水调度决策的模糊优选[J].水利学报,1994,(2):31-39.
[16] 王本德.水库模糊优化调度[M].大连:大连理工大学出版社,1990.
[17] 易淑珍,邵东国,刘丙军.水库群防洪优化调度模型研究[J] 武汉大学学报,2002,35(2):25-29.
[18] 谢柳青,易淑珍.水库群防洪系统优化调度模型及应用[J].水利学报,2002,(6):38-42.
[19] 梅亚东,朱教新.黄河上游梯级水电站短期优化调度模型及迭代解法[J].水力发电学报,2000,(2):1-7.
[20] 邵东国,夏军,孙志强.多目标综合利用水库实时优化调度模型研究[J].水电能源科学,1998,16(4):7-11.
[21] 韦柳涛,梁年生,虞锦江.神经网络在梯级水电厂短期优化调度中的应用[J].水电能源科学,1992,(3).
[22] 王金文,石琦,伍永刚等.水电系统长期发电优化调度模型及其求解[J].电力系统自动化,2002,26(24):22-25.
[23] 陈洋波.水电站水库隐性随机优化调度研究[J].水利学报,1998(2):26-29.
[24] 彭杨,李义天,张红武.水库水沙联合调度多目标决策模型[J].水利学报,2004,(4):1-7.
[25] 朱颖元.综合利用小水库群简易优化调度[J].水科学进展,2001,12(3):390-394.
[26] 王敬.综合利用水库优化调度模型研究[J].郑州工业大学学报,2001,22(1):71-73.
[27] R.W.Ferrero, J.F.Rivera, S.M.Shahidehpour. A dynamic programming two-stage algorithm for long-term hydrothermal scheduling of multireservoir systems[J]. IEEE Transaction on Power Systems, 1998, 13(4): 1534-1540.
[28] X.Guan, P.B.Luh, L.Zhang. Nonlinear approximation in Lagrangian relaxation-based for hydrothermal scheduling[J]. IEEE Transaction on Power Systems, 2000,10(2): 772-778.
[29] P.E.C.Franco, M.F.Carvakho, S.Soares. Anetwork flow model for short-term hydro-dominated hydrothermal scheduling problems[J]. IEEE Transaction on Power Systems, 1994, 9(2): 1016-1022.
[30] R.Narcsh, J.Sharma. Hydro system scheduling using ANN approach[J]. IEEE Transaction on Power Systems, 2000,15(1): 388-395.
[31] R.Naresh, J.Sharma. Short term hydro scheduling using two-phase neural network[J]. Electrical Power and Energy Systems, 2002, 24: 583-590.
[32] M.Hasebe, Y.Nagayama. Reservoir operation using the neural network and fuzzy systems for dam control and operation support[J]. Advances in Engineering Software, 2002, 33: 245-260.
[33] Y.G. Wu, C.Y.Ho, D.Y.Wang. A diploid genetic approach to short-term scheduling of hydro-thermal system[J]. IEEE Transaction on Power Systems, 2000, 15(4): 1268-1274.
[34] S.O.Orero, M.R.Irving. A genetic algorithm modelling framework and solution technique for short term optimal hydrothermal scheduling[J]. IEEE Transaction on Power Systems, 1998, 13(2): 501-518.
[35] Nidul Sinha, R.Chakrabarti, P.K.Chattopadhyay. Fast evolutionary programming techniques for short-term hydrothermal scheduling[J]. IEEE Transaction on Power Systems, 2003,18(1):214-220.
[36] A.H.Mantawy, S.A.Soliman, M.E.El-Hawary. An innovative simulated annealing approach to the long-term hydroscheduling problem[J]. Electrical Power and Energy Systems, 2003,25:41-46.
[37] 万俊,陈惠源.水电站群优化调度分解协调—聚合分解复合模型研究[J].水力发电学报,1996,(2):41-50.
[38] Xiaohong Guan, Ernan Ni, Renhou Li, Peter B.Luh. An optimization-based algorithm for scheduling hydrothermal power systems with cascaded reservoirs and discrete hydro constraints[J]. IEEE Transaction on Power Systems, 1997, 12(4): 1775-1780.
[39] K.D.W.Nandalal, Janos J. Bogardi. Optimal Operation of a Reservoir for Quality Control Using Inflows and Outflows[J]. War. Sci. Tech., 1995, 31(8): 273-280.
[40] Baoding Liu, T.Odanaka. Dynamic fuzzy criterion model for reservoir operations and a case study[J]. Computers and Mathematics with Applications, 1999, 37: 65-75.
[41] A.Tilmant, E.H.Faouzi, M.Vanclooster. Optimal operation of multipurpose reservoirs using flexible stochastic dynamic programming[J]. Applied Soft Computing. 2002, (2): 61-74.
[42] 杨侃,刘云波.基于多目标分析的库群系统分解协调宏观决策方法研究[J].水科学进展,2001,12(2):232-236.
[43] 罗强,宋朝红,雷声隆.水库群系统非线性网络流规划法[J].武汉大学学报,2001,34(3):22-26.
[44] 梅亚东.梯级水库优化调度的有后效性动态规划模型及应用[J].水科学进展,2000,11(2):194-198.
[45] 张玉山,左园忠,乔秋文.面向对象技术在梯级水电站调度中的应用[J].水力发电,2002,(1):54-57.
[46] 胡铁松,万永华,冯尚友.水库群优化调度函数的人工神经网络方法研究[J].水科学进展,1995,6(1):53-60.
[47] 高宏,王浣尘.基因算法在水利电力系统优化问题中的应用综述[J].水科学进展,1998,9(4):396-402.
[48] 马光文,王黎.遗传算法在水电站优化调度中的应用[J].水科学进展,1997,8(3):275-280.
[49] 畅建霞,黄强,王义民.基于改进遗传算法的水电站水库优化调度[J].水力发电学报,2001,(3):85-90.
[50] 畅建霞,黄强,王义民.基于改进BP网络的西安供水水库群优化调度函数的求解方法[J].西安理工大学学报,2001,17(2):169-173.
[51] 方红远,王浩,程吉林.初始轨迹对逐步优化算法收敛性的影响[J].水利学报,2002(11):27-30.
[52] 吴湘婷,江京会,苏青.洪水风险管理和洪水资源化浅议[J].人民黄河,2002,24(4):28-29.
[53] 程晓陶.新时期大规模的治水活动迫切需要科学理论的指导—一论有中国特色的洪水风险管理[J].水利发展研究,2001,(4):1-6.
[54] 程晓陶.探求人与自然良性互动的治水模式—二论有中国特色的洪水风险管理[J].水利发展研究,2002,(1):7-10.
[55] 程晓陶.风险分担利益共享双向调控把握适度—三论有中国特色的洪水风险管理[J].水利发展研究,2003,(9):8-12.
[56] 傅湘,纪昌明.洪水保险的若干问题探讨[J].武汉水利电力大学学报,2000,33(1):100-103.
[57] 华家鹏,李国芳,朱元甡等.洪水保险研究[J].水科学进展,1997,8(3):226-232.
[58] 王本德,于义彬.洪水保险的理论分析与研究[J].水科学进展,2004,15(1):36-43.
[59] Mark J. B., Robert E. H.. The Demand for flood insurance: Empirical Evidence[J]. Journal of Risk and Uncertainty, 2000, 20(3): 291-306.
[60] 王礼先,张志强.雨洪利用技术概述[J].新疆环境保护,1997,19(2):10-12.
[61] 宋进喜,李怀恩,王伯铎等.西安市雨水资源化及其利用的探索[J].水土保持学报.2002,16(3):102-105.
[62] Chu S C, Huang W L, Andrew lo K F. The feasibility assessment of industrial rainwater eatehment systems -A case study in Hsinchu science Park[A]. Proceeding of International Symposium & 2nd Chinese National Conference on Rainwater Utilization[C]. Xuzhou, Jiangsu Province, China, 1998: 189-199.
[63] Shizuo shindo. Rainfall harvesting in Volcanic Islands of Japan-Case studies of the Izu Island [A]. Proceeding of International Symposium & 2nd Chinese National Conferenceon Rainwater Utilization[C]. Xuzhou, Jiangsu Province, China, 1998: 131-133.
[64] 朱强,李元红.论雨水集蓄利用的理论和实用意义[J].水利学报,2004,(3):60-64.
[65] 侯玉玲,张艳红,李春辉.城市雨水资源利用现状及发展建议[J].水科学与工程技术,2004,(6):11-13.
[66] 朱贵良,王浙彬,王柄飞等.基于城市雨水资源化的截污下渗系统[J].水利学报,2003,(9):71-76.
[67] 汪惠贞,车武,胡家骏.浅议城市雨水渗透[J].给水排水,2001,27(2):4-6.
[68] 王如琏,毛加华,鄂世业.北京市海淀后山—昌平西部地区雨洪水流的引渗[J].北京农业工程大学学报 1994,14(2):106-110.
[69] 侯立柱,丁跃元等.北京市中德合作城市雨洪利用理念及实践[J].北京水利,2004(4):31-33.
[70] 卫东,王社平.西安市雨水资源开发和利用的探讨[J].中国市政工程,2003(5):53-54.
[71] 许晓鸿,刘明义,王跃帮.吉林省生态建设的雨水资源化利用途径[J].中国水土保持,2004(3):8-9.
[72] 胡四一等.海河流域洪水资源安全利用关键技术研究.国家重大科技攻关项目研究报告[R] 南京:南京水利科学研究院,2003.
[73] 李继清,张玉山,王丽萍等.洪水资源化及其风险管理浅析[J].人民长江,2005,36(1):36-37.
[74] 王本德,周惠成,程春田等.水库预蓄效益与风险控制模型简介[J].大连理工大学学报,1999,39(5).
[75] 王本德,周惠成,程春田等.水库预蓄效益与风险控制模型[J].水文,2000,20(1):14-18.
[76] 王本德,梁国华,程春田.防洪实时风险调度模型及应用[J].水文,2000,20(6):4-8.
[77] 张欧阳,许炯心,张红武等.洪水的灾害与资源效应及其转化模式[J].自然灾害学报,2003,12(1):25-30.
[78] 向立云,姜付仁.洪水资源与洪水资源化刍议[J].中国水利水电科学研究院学报,2000,(1):1-3.
[79] 田友.海河流域水生态恢复与洪水资源化[J].中国水利,2002,(7):29-30.
[80] 苏运启.洪水资源化利用是解决黄河下游河道不断流和河床不抬高的有效途径[J/OL].http://www.hwcc.com.cn/newsdisplay/newsdisplay.asp?Id=25393.
[81] 王道席,陈焰明,靳锋,刘红珍.黄河洪水资源化及其保障措施[J].水电能源科学,2004,22(1):26-28.
[82] 向茂森.论淮河流域洪水资源化[J/OL].http://www.hrc.gov.cn/ztbd_zt.aspx.
[83] 李长安.长江洪水资源化思考[J].地球科学—中国地质大学学报,2003,28(4):461-465.
[84] 连金海,任东升.吉林省雨洪资源利用的思考[J].中国水利,2004,(7):18-19.
[85] 吉林省防汛抗旱指挥部办公室.洪水资源化的实践[J].中国防汛抗旱,2004(1):22-24.
[86] 于险峰,刘玉珍.浅谈辽宁省的雨洪资源利用[J].中国水土保持,2004,(4):9-10.
[87] 刘德忠,宋少文.利用非工程措施开发利用洪水资源的探讨[J].水文,1995,(3):26-31.
[88] 陈芳林,徐华,王同刚.山东省海河流域防洪工程与水资源开发相结合治理模式的探讨[J].海河水利,2000,(6):3-5.
[89] 王宝玉.塔里木河洪水资源化利用初探[J].西北水电,2002,(4):11-13.
[90] 华家鹏,孔令婷.分期汛限水位和设计洪水位的确定方法[J].水电能源科学,2002,20(1):21-23.
[91] 周庆义,皇甫淑贤,马友春.音河水库汛期分时段控制运用研究[J].黑龙江水利科技,1995,23(3):69-74.
[92] 胡振鹏,冯尚友,余敷秋.丹江口水库运行中防洪和兴利矛盾的多目标分析[J].水利水电技术,1989,(12):42-48.
[93] 陈守煜.工程水文水资源系统模糊集分析理论与实践[M].大连:大连理工大学出版社,1998
[94] 李成林.察尔森水库汛限水位过程线的确定[J].东北水利水电,2003,21(1):43-45.
[95] 张波子.汛期过渡期水库汛限水位动态控制方法[J].河北水利水电技术,2002,(4):27-27.
[96] 曹升乐等.水库汛限水位计算理论与方法[M].北京:中国水利水电出版社,2004.
[97] 孙秀玲.水库汛限水位过程线确定方法分析研究[J].海河水利,1998,(1):10-12.
[98] 冯平,陈根福,纪恩福等.岗南水库超汛限水位蓄水的风险分析[J].天津大学学报,1995,28(4):572-576.
[99] 冯平,陈根福.超汛限水位蓄水的风险效益分析[J].水利学报,1996,(6):29-33.
[100] 冯平,陈根福,卢永兰等.水库联合调度下超汛限水位蓄水的风险效益分析[J].水力发电学报,1995,(2):8-16.
[101] 王才君,郭生练,刘攀等.三峡水库动态汛限水位洪水调度风险指标及综合评价模型研究[J].水科学进展,2004,15(3):376-381.
[102] 贾瑞红.陡河水库提高汛限水位和正常蓄水位的可行性分析[J].河北水利水电技术,2003,(6):43-44.
[103] 廖松.进一步提高密云水库汛限水位的途径[J].北京水利,1994,(1):35-38.
[104] 吴晋青,李文奇.密云水库抬高汛限水位的可行性研究[J].水利水电工程设计,1999,(3):22-23.
[105] 庞尔鸿,加速地表水与地下水联调加强对水资源的统一管理[J].北京水利,1996,(6):18-19.
[106] 郎旭东,吴晋,乔耀年.井渠结合灌区可持续发展的引洪补源措施[J].中国农村水利水电,2002(5):16-17.
[107] 周顺升,张世明.引洪回灌补源是水资源可持续利用的有效途径[J].河北水利水电技术,1999,(2):17-18.
[108] 张有宏,李云杰,丁守森.水库防洪补源优化模式的探讨与实践[J].水利水电技术,1994,(8):2-6.
[109] 李云杰,张有宏.引水补源边界流量及其确定[J].山东工业大学学报,1994,24(4):364-367.
[110] 杜贞栋,李云杰.太河水库利用汛期弃水补源效益浅析[J].山东水利科技,1993(4):60-63.
[111] 韩宇平,阮本清,解建仓等.串联水库联合供水的风险分析[J].水利学报,2003,(6),14-21.
[112] 潘俊,骆阳,陈显利等.地表、地下水库联合调蓄供水的风险性[J].中国给水排水,2004,20(11):49-51.
[113] 云桂春,成徐州.人工地下水回灌[M].中国建造工业出版社,2004.
[114] 刘昌明,陈效国.黄河流域水资源演化规律与可再生性维持机理研究和进展[M].黄河水利出版社,2001.
[115] Muniz Albert, Ziegler William B. Aquifer storage and recovery in Southeast Florida[A]. In: Proceedings of the 2nd Imemational Symposium on Artificial Recharge of Ground Water[C], ASCE, 1994, 311-317.
[116] Wendell Daniel, Kwan Shan. Preliminary results of storage and recovery well testing City of Pasadena, California[A]. In: Proceedings Of the 2nd Intenational Symposium on Artificial Recharge of Ground Water[C]. ASCE,1994,241-247.
[117] Lucas Mark, et al. Controlling iron concentrations in the recovered water from aquifer storage and recovery(ASR) wells[A]. In: Proceeding of the 2nd International Symposium on Artificial Recharge of Ground Water[C]. ASCE, 1994, 574-587.
[118] Pyne R David G. Groundwater recharge and wells: a guide to aquifer storage recovery[M]. Boca Raton: Lewis Publishers, 1995.
[119] Takashi Asano. Artificial recharge of groundwater[M]. Boston: Butterworth Publishers, 1985.
[120] 上海市水文地质大队.地下水人工回灌[M].北京:地质出版社,1977,1-94.
[121] 北京水文地质工程地质大队.地下水人工回灌试验研究[J].水文地质与工程地质,1980,(1):12-16.
[122] 刘家祥等.北京西郊地下水人工回灌试验研究[J].水文地质与工程地质,1988,(3):24-28.
[123] 何岩.地下水质模型在人工回灌中的应用[J].水文地质与工程地质,1988,(4):31-36.
[124] 陈曦等.沈阳市地下水人工回灌试验过程及其分析[J].工程勘察,1995,(3):13-18.
[125] 秦毅苏.黄河流域地下水资源合理开发利用[M].郑州:黄河水利出版社,1997,87-100.
[126] 杜汉学,常国纯,张乔生等.利用地下水库蓄水的初步认识[J].水科学进展,2002,13(5):618-622.
[127] 李道真,李呈义,刘培民等.滨海平原地下建库供水开源防止海水入侵技术研究[J].水利水电技术,1997,28(8),15-18.
[128] 刘青勇,马承新,张保祥等.地下水回灌补源模式研究与示范[J].水利水电技术,2004,35(2):57-59.
[129] 刘青勇,马承新,张保祥等.黄水河地下水库管理数值模拟研究[J].水资源研究,2004,25(1):1-3.
[130] 徐建国,卫政润,张涛等.环渤海山东地区地下水库建设条件分析[J].地质调查与研究,2004,27(3):197-202.
[131] 徐建国,武善文,卫证润等.山东半岛西水东调受水区地下水库工程论证[J].勘察科学技术,2004,(5):50-54.
[132] 余强,赵云章,苗晋祥等.南水北调中线工程地下水库的基本特征与调控管理[J].水科学进展,2003,14(2):209-212.
[133] 赵云章,邵景力,焦红军等.黄河下游影响带地下水库的基本特征[J].水利学报,2003,(4):90-93.
[134] 向华龙,沈珠江.地下水库耦合系统的组构及作用[J].科技导报,2003,(3):19-21.
[135] 张光斗.关于地下水库与南水北调中线工程的讨论[J],科技导报,2003,(7):34-34.
[136] 孙桂平,赵宗涛.石家庄市滹沱河地下水库调蓄功能研究初探[J].河北师范大学学报(自然科学版),2000,24(3):398-400.
[137] 费宇红,陈树娥,刘克岩.滹沱河断流区水环境劣变特征与地下调蓄潜力[J].水利学报,2001,(11):
[138] 王秀杰,练继建,杨弘等.石家庄滹沱河地区地下水库研究[J].水利水电技术,2004,35(9):5-7.
[139] 陈南祥,殷淑华,邱林.平原(灌区)地下水库的数值模拟[J].灌溉排水学报,2003,22(4):50-53.
[140] 戴长雷,迟宝明.地下水库调蓄能力分析[J].水文地质工程地质,2003,(2):37-40.
[141] 杜汉学,常国纯.利用地下水库蓄水是吉林省新的有效治水途径[J].吉林地质,2000,19(2):88-99.
[142] 谭世燕.下辽河平原地下水库资源及其开发潜力分析[J].国土与自然资源研究,1995,(4):33-39.
[143] 赵珍,徐军,王宏宇等.福兴地盆地地下水库开发利用[J].东北水利水电,2002,20(5):6-17.
[144] 赵天石.关于地下水库几个问题的探讨[J].水文地质工程地质,2002,(5):65-67.
[145] 赵天石,杨绍南.建设地下水库是大连市水资源开发的重要途径[J].水文地质工程地质,2000(4):37-39.
[146] 谭世燕.哈尔滨城市地下水库的开发问题[J].黑龙江地质,1992,3(4):43-50.
[147] 崔向新,何京丽,王琪.充分利用呼和浩特市地下水库加强早涝洪碱综合治理[J].内蒙古农牧学院学报,1995,16(2):99-103.
[148] 魏永安,侯秀凤.包头市修建地下水库的初步设想[J].地下水,1998,20(1):46-47.
[149] 陈旭光,陈德斌,蔡青勤.天山北麓玛纳斯河流域山间洼地地下水库的形成机理与开发利用的意义[J].新疆地质,2004,22(3):248-252.
[150] 卫建新.浅议陕西省地下水库的建设与管理运用[J].地下水,2000,22(1):39-41.
[151] 赵红,韩群柱.渭河傍河水源地与地下水库建设问题[J].地下水,2001,23(1):27—29.
[152] 葛文彬.论成都平原地下水资源特征及开发利用前景[J].四川地质学报,1996,16(2):147-156.
[153] 郑铣鑫,李振东.河谷地区地下水库开发及系统管理研究[J].工程勘察,1990,(4):28-31.
[154] 王泳.福建省莆田市湄州岛地下水库试验工程[J].水利科技,2004,(3):38-40.
[155] 邓自民.喀斯特地下水库与成库条件[J].贵州科学,1995,13(3):16-22.
[156] 陈伟海,张之淦.峰林平原区岩溶含水层特征与调蓄功能[J].中国岩溶,1999,18(1):19-27.
[157] Chen Weihai, Zhang Zhigan, Huang Jingxi. A New Type of Underground Reservoir in Karst Area—A Case Study in Xiaopingyang, Laibin County, Guangxi, China[J]. CARSOLOGICA SINICA, 1996, 15(1～2): 141-149.
[158] 汪文富.贵州普定马官岩溶地下水库成库条件及效益研究[J].中国岩溶,1999,18(1):47-55.
[159] 陈洪元,杨勇,胡兴华等.岩溶山区雨水资源有效利用研究—以贵州省普定县马官地下水库为例[J].自然资源学报,2001,16(6):505-510.
[160] Chen Dingrong, Han Xingrui, Luo Weiquan, Li Wenxing. A Preliminary Study on Storage Capacity Evaluation for Underground Reservoir in Karst Area-Taking Changgang Chushuidong Underground River in Guizhou Province as an Example[J], Carsologica Sinica, 1996, 15(1-2): 150-156.
[161] 王俊业.山西省岩溶地下水人工补给技术研究[J].地下水,2001,23(3):134-136.
[162] 杜新强,廖资生,李砚阁等.地下水库调蓄水资源的研究现状与展望[J].科技进步与对策,2005,(2):178-180.
[163] 李文果,郭维东,方明.利用地下蓄水层缓解水资源短缺的探讨[J].排灌机械,2002,(6):29-31.
[164] 田友,杨学军.海河流域中小洪水调度探析[J].海河水利,2003,(2):4-5.
[165] 大连市防汛抗旱总指挥部办公室,大连理工大学等.大连市碧流河水库汛限水设计与运用研究技术总报告[R].大连:大连理工大学土木水利学院,2004,4.
[166] 大连理工大学,河南省水利勘测设计院等.白龟山水库汛限水设计与运用研究技术总报告[R].大连:大连理工大学土木水利学院,2004,7.
[167] 大连理工大学.汛限水位动态控制方法研究综合报告[R].大连:大连理工大学土木水利学院,2004,9.
[168] 大连理工大学,国家防汛抗旱总指挥办公室.水库防洪预报调度方法及应用[M].北京:中国水利水电出版社,1996.
[169] 大连理工大学.洪水预报及降雨预报信息利用可能性研究[R].水利部重大科技项目《水库设计运用专题研究》专题4研究报告之一,大连:大连理工大学土木水利学院,2003,12.
[170] 邵东国,李玮,刘丙军等.抬高水库汛限水位的洪水资源化利用研究[J].中国农村水利水电,2004,(9):26～18.
[171] 阮本清,粱瑞驹,陈韶君.一种供用水系统的风险分析与评价方法[J].水利学报,2000(9):1-7.
[172] 魏一鸣,金菊良,杨存建等,洪水灾害风险管理理论[M].科学出版社,2002.
[173] 汪新宇,张祥,赖国伟.防洪体系超标洪水综合风险分析[J].水利学报,2004,(2):83-87.
[174] 大连理工大学.汛限水位动态控制的风险与效益分析方法研究[R].水利部重大科技项目 《水库设计运用专题研究》专题4研究报告之四,大连:大连理工大学土木水利学院,2004,9.
[175] 大连理工大学.汛限水位动态控制约束域确定方法及应用研究[R].水利部重大科技项目 《水库设计运用专题研究》专题4研究报告之二,大连:大连理工大学土木水利学院,2004,7.
[176] 大连理工大学.汛限水位动态控制方法及应用研究[R].水利部重大科技项目 《水库设计运用专题研究》专题4研究报告之三,大连:大连理工大学土木水利学院,2004,7.
[177] 牛国强.水库规划中防洪与兴利的综合研究[J].水利水电技术,1995(12):40-43.
[178] 马小兵.洪水兴利连续调节方法与汛限水位的模糊优选研究[D].大连理工大学硕士论文,2003,4.
[179] 陈守煜.工程模糊集理论与应用[M].北京:国防工业出版社,1998.
[180] 陈守煜.系统模糊决策理论与应用[M].大连:连理工大学出版社,1994,4.
[181] 周惠成,梁国华,王本德等.水库洪水调度系统通用化模板设计与开发[J].水科学进展,2002,(1):42-48.
[182] 梁国华.流域防洪调度决策支持系统集成化研究与应用[D].大连理工大学博士学位论文,2002.
[183] 程春田,王本德.启发式与人机交互相结合的水库防洪模糊优化调度模型[J].水利学报,1995,(11):71-76.
[184] 程春田,王本德,陈守煜.交互式的多目标水库防洪模糊优化调度[J].水利管理技术,1993(4):8～11
[185] 程春田,欧春平,王本德.水库洪水调度系统的集成管理[J].水利学报,2001,(3):77-81
[186] 程春田.白山、丰满水库群实时洪水联合调度系统设计与开发[J].水科学进展,1998(1):29-34.
[187] 程春田.面向对象技术在水库防洪调度系统中的应用[J].水电能源科学,1998,(3):10-15.
[188] 张佐.系统集成的概念、方法与实践[J].测控技术,1999,18(9):3-6.
[189] 侯召成.水库防洪预报调度模糊集与风险分析理论研究与应用[D].大连理工大学博士学位论文,2004.
[190] 褚恒晔,张致国.吉林省地下水开发的另一途径—地下水库的开发利用[J].吉林地质,2000,19(3):65-70.
[191] 郑德凤,王本德.流域防洪系统中地下水库调蓄能力分析与计算[J].大连理工大学学报,2005,45(1):132-137.
[192] 辽宁省水利厅.辽宁省水资源开发利用现状分析报告[R].1995,3.
[193] 盖美.大连市近岸海域海陆调控一体化研究[D].大连理工大学博士学位论文,2004.
[194] 冯尚友.多目标决策理论方法与应用[M].华中理工大学出版社,1990.
[195] 傅湘,纪昌明.区域水资源承载能力综合评价—主成分分析法的应用[J].长江流域资源与环境,1999,8(2):168-173.
[196] 李鹏,董聪.基于实数编码的广义遗传算法及其在优化问题中的应用[J].控制与决策,2002,17(4):487-490.
[197] 王坚强.一类动态多指标决策问题的灰色关联分析方法[J].中南工业大学学报,1999,30(5):548-550.
[198] 郭占胜,张忠义,张超英等.复合生态系统中区域环境质量可持续发展能力的综合评价[J].河南农业大学学报,2001,35(3):230-233.
[199] 高彦春,刘昌明.区域水资源开发利用的阈限分析[J].水利学报,1997,(8):73-79.
[200] 秦莉云,金忠青.淮河流域水资源承载能力的评价分析[J].水文,2001,21(3):14-17.
[201] 陈述云,张崇甫.多指标综合评价方法及其优化选择研究[J].数理统计与管理,1994,13(3):18-21.
[202] 王顺久,侯玉,张欣莉等.流域水资源承载能力的综合评价方法[J].水利学报,2003,(1):88-92.
[203] 张欣莉,丁晶,李祚泳等.投影寻踪新算法在水质评价模型中的应用[J].中国环境科学,2000,20(2):187-189.
[204] 杨晓华,杨志峰,沈珍瑶.水资源可再生能力评价的遗传投影寻踪方法[J].水科学进展,2004,15(1):73-76.
[205] 张欣莉,丁晶,金菊良.基于遗传算法的参数投影寻踪回归及其在洪水预报中的应用[J].水利学报,2000,(6):45-48.
[206] 陈守煜.复杂水资源系统优化模糊识别理论与应用[M].吉林大学出版社,2002.
[207] 陈守煜.模糊模式识别交叉迭代模型与收敛性[J].大连理工大学学报,2001,41(3):264-267.
[208] 陈守煜.模糊模式识别迭代模型及在优选水电装机中的应用[J].水利学报,2001,(5):11-16.
[2] 陈志恺.中国水资源的可持续利用问题[J].水文,2003,23(1):1-5.
[3] 全国地下水降落漏斗面积达15万平方公里[EB/OL].http://news.enorth.com.cn/system/2003/10/30/000659852.shtml.
[4] 刘国纬.论防洪减灾非工程措施的定义与分类[J].水科学进展,2003,14(1):98-103.
[5] 汪恕诚.中国防洪减灾的新策略[J/OL].中国水利报,http://www.hwcc.com.cn,2003,6.
[6] 陈克森.山东省集雨增补地下水与水资源可持续利用探讨[J].水文,2003,23(1):28-31.
[7] 邵东国.跨流域调水工程规划调度决策理论与应用[M].武汉大学出版社,2001.
[8] 种玉麒,张为华.北京城区雨洪利用的研究[J].北京水利,1996,(5):24-27.
[9] 陈守煜.我国西部缺水地区汛期规律与洪水资源利用[R].水利部科技创新项目,SCX2000-38.
[10] 大连工学院水利系水工教研室,大伙房水库工程管理局.水库控制运用[M].北京:水利电力出版社,1978,6.
[11] 水利部长江流域规划办公室,河海大学,水利部丹江口水利枢纽管理局.综合利用水库调度[M].北京:水利电力出版社,1990,3.
[12] 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,2004,15(1):68-72.
[13] R. Olive, D.P. Loucks. Operating rules for multireservoir systems[J]. Water Resources Research. 1997, 33(4): 839-852
[14] 吴迎新,王金文,伍永刚.福建水电站群短期发电量最大优化调度模型与算法研究[J].电力系统及其自动化学报,2002,14(6):35-39.
[15] 王本德,周惠成,程春田.梯级水库群防洪系统的多目标洪水调度决策的模糊优选[J].水利学报,1994,(2):31-39.
[16] 王本德.水库模糊优化调度[M].大连:大连理工大学出版社,1990.
[17] 易淑珍,邵东国,刘丙军.水库群防洪优化调度模型研究[J] 武汉大学学报,2002,35(2):25-29.
[18] 谢柳青,易淑珍.水库群防洪系统优化调度模型及应用[J].水利学报,2002,(6):38-42.
[19] 梅亚东,朱教新.黄河上游梯级水电站短期优化调度模型及迭代解法[J].水力发电学报,2000,(2):1-7.
[20] 邵东国,夏军,孙志强.多目标综合利用水库实时优化调度模型研究[J].水电能源科学,1998,16(4):7-11.
[21] 韦柳涛,梁年生,虞锦江.神经网络在梯级水电厂短期优化调度中的应用[J].水电能源科学,1992,(3).
[22] 王金文,石琦,伍永刚等.水电系统长期发电优化调度模型及其求解[J].电力系统自动化,2002,26(24):22-25.
[23] 陈洋波.水电站水库隐性随机优化调度研究[J].水利学报,1998(2):26-29.
[24] 彭杨,李义天,张红武.水库水沙联合调度多目标决策模型[J].水利学报,2004,(4):1-7.
[25] 朱颖元.综合利用小水库群简易优化调度[J].水科学进展,2001,12(3):390-394.
[26] 王敬.综合利用水库优化调度模型研究[J].郑州工业大学学报,2001,22(1):71-73.
[27] R.W.Ferrero, J.F.Rivera, S.M.Shahidehpour. A dynamic programming two-stage algorithm for long-term hydrothermal scheduling of multireservoir systems[J]. IEEE Transaction on Power Systems, 1998, 13(4): 1534-1540.
[28] X.Guan, P.B.Luh, L.Zhang. Nonlinear approximation in Lagrangian relaxation-based for hydrothermal scheduling[J]. IEEE Transaction on Power Systems, 2000,10(2): 772-778.
[29] P.E.C.Franco, M.F.Carvakho, S.Soares. Anetwork flow model for short-term hydro-dominated hydrothermal scheduling problems[J]. IEEE Transaction on Power Systems, 1994, 9(2): 1016-1022.
[30] R.Narcsh, J.Sharma. Hydro system scheduling using ANN approach[J]. IEEE Transaction on Power Systems, 2000,15(1): 388-395.
[31] R.Naresh, J.Sharma. Short term hydro scheduling using two-phase neural network[J]. Electrical Power and Energy Systems, 2002, 24: 583-590.
[32] M.Hasebe, Y.Nagayama. Reservoir operation using the neural network and fuzzy systems for dam control and operation support[J]. Advances in Engineering Software, 2002, 33: 245-260.
[33] Y.G. Wu, C.Y.Ho, D.Y.Wang. A diploid genetic approach to short-term scheduling of hydro-thermal system[J]. IEEE Transaction on Power Systems, 2000, 15(4): 1268-1274.
[34] S.O.Orero, M.R.Irving. A genetic algorithm modelling framework and solution technique for short term optimal hydrothermal scheduling[J]. IEEE Transaction on Power Systems, 1998, 13(2): 501-518.
[35] Nidul Sinha, R.Chakrabarti, P.K.Chattopadhyay. Fast evolutionary programming techniques for short-term hydrothermal scheduling[J]. IEEE Transaction on Power Systems, 2003,18(1):214-220.
[36] A.H.Mantawy, S.A.Soliman, M.E.El-Hawary. An innovative simulated annealing approach to the long-term hydroscheduling problem[J]. Electrical Power and Energy Systems, 2003,25:41-46.
[37] 万俊,陈惠源.水电站群优化调度分解协调—聚合分解复合模型研究[J].水力发电学报,1996,(2):41-50.
[38] Xiaohong Guan, Ernan Ni, Renhou Li, Peter B.Luh. An optimization-based algorithm for scheduling hydrothermal power systems with cascaded reservoirs and discrete hydro constraints[J]. IEEE Transaction on Power Systems, 1997, 12(4): 1775-1780.
[39] K.D.W.Nandalal, Janos J. Bogardi. Optimal Operation of a Reservoir for Quality Control Using Inflows and Outflows[J]. War. Sci. Tech., 1995, 31(8): 273-280.
[40] Baoding Liu, T.Odanaka. Dynamic fuzzy criterion model for reservoir operations and a case study[J]. Computers and Mathematics with Applications, 1999, 37: 65-75.
[41] A.Tilmant, E.H.Faouzi, M.Vanclooster. Optimal operation of multipurpose reservoirs using flexible stochastic dynamic programming[J]. Applied Soft Computing. 2002, (2): 61-74.
[42] 杨侃,刘云波.基于多目标分析的库群系统分解协调宏观决策方法研究[J].水科学进展,2001,12(2):232-236.
[43] 罗强,宋朝红,雷声隆.水库群系统非线性网络流规划法[J].武汉大学学报,2001,34(3):22-26.
[44] 梅亚东.梯级水库优化调度的有后效性动态规划模型及应用[J].水科学进展,2000,11(2):194-198.
[45] 张玉山,左园忠,乔秋文.面向对象技术在梯级水电站调度中的应用[J].水力发电,2002,(1):54-57.
[46] 胡铁松,万永华,冯尚友.水库群优化调度函数的人工神经网络方法研究[J].水科学进展,1995,6(1):53-60.
[47] 高宏,王浣尘.基因算法在水利电力系统优化问题中的应用综述[J].水科学进展,1998,9(4):396-402.
[48] 马光文,王黎.遗传算法在水电站优化调度中的应用[J].水科学进展,1997,8(3):275-280.
[49] 畅建霞,黄强,王义民.基于改进遗传算法的水电站水库优化调度[J].水力发电学报,2001,(3):85-90.
[50] 畅建霞,黄强,王义民.基于改进BP网络的西安供水水库群优化调度函数的求解方法[J].西安理工大学学报,2001,17(2):169-173.
[51] 方红远,王浩,程吉林.初始轨迹对逐步优化算法收敛性的影响[J].水利学报,2002(11):27-30.
[52] 吴湘婷,江京会,苏青.洪水风险管理和洪水资源化浅议[J].人民黄河,2002,24(4):28-29.
[53] 程晓陶.新时期大规模的治水活动迫切需要科学理论的指导—一论有中国特色的洪水风险管理[J].水利发展研究,2001,(4):1-6.
[54] 程晓陶.探求人与自然良性互动的治水模式—二论有中国特色的洪水风险管理[J].水利发展研究,2002,(1):7-10.
[55] 程晓陶.风险分担利益共享双向调控把握适度—三论有中国特色的洪水风险管理[J].水利发展研究,2003,(9):8-12.
[56] 傅湘,纪昌明.洪水保险的若干问题探讨[J].武汉水利电力大学学报,2000,33(1):100-103.
[57] 华家鹏,李国芳,朱元甡等.洪水保险研究[J].水科学进展,1997,8(3):226-232.
[58] 王本德,于义彬.洪水保险的理论分析与研究[J].水科学进展,2004,15(1):36-43.
[59] Mark J. B., Robert E. H.. The Demand for flood insurance: Empirical Evidence[J]. Journal of Risk and Uncertainty, 2000, 20(3): 291-306.
[60] 王礼先,张志强.雨洪利用技术概述[J].新疆环境保护,1997,19(2):10-12.
[61] 宋进喜,李怀恩,王伯铎等.西安市雨水资源化及其利用的探索[J].水土保持学报.2002,16(3):102-105.
[62] Chu S C, Huang W L, Andrew lo K F. The feasibility assessment of industrial rainwater eatehment systems -A case study in Hsinchu science Park[A]. Proceeding of International Symposium & 2nd Chinese National Conference on Rainwater Utilization[C]. Xuzhou, Jiangsu Province, China, 1998: 189-199.
[63] Shizuo shindo. Rainfall harvesting in Volcanic Islands of Japan-Case studies of the Izu Island [A]. Proceeding of International Symposium & 2nd Chinese National Conferenceon Rainwater Utilization[C]. Xuzhou, Jiangsu Province, China, 1998: 131-133.
[64] 朱强,李元红.论雨水集蓄利用的理论和实用意义[J].水利学报,2004,(3):60-64.
[65] 侯玉玲,张艳红,李春辉.城市雨水资源利用现状及发展建议[J].水科学与工程技术,2004,(6):11-13.
[66] 朱贵良,王浙彬,王柄飞等.基于城市雨水资源化的截污下渗系统[J].水利学报,2003,(9):71-76.
[67] 汪惠贞,车武,胡家骏.浅议城市雨水渗透[J].给水排水,2001,27(2):4-6.
[68] 王如琏,毛加华,鄂世业.北京市海淀后山—昌平西部地区雨洪水流的引渗[J].北京农业工程大学学报 1994,14(2):106-110.
[69] 侯立柱,丁跃元等.北京市中德合作城市雨洪利用理念及实践[J].北京水利,2004(4):31-33.
[70] 卫东,王社平.西安市雨水资源开发和利用的探讨[J].中国市政工程,2003(5):53-54.
[71] 许晓鸿,刘明义,王跃帮.吉林省生态建设的雨水资源化利用途径[J].中国水土保持,2004(3):8-9.
[72] 胡四一等.海河流域洪水资源安全利用关键技术研究.国家重大科技攻关项目研究报告[R] 南京:南京水利科学研究院,2003.
[73] 李继清,张玉山,王丽萍等.洪水资源化及其风险管理浅析[J].人民长江,2005,36(1):36-37.
[74] 王本德,周惠成,程春田等.水库预蓄效益与风险控制模型简介[J].大连理工大学学报,1999,39(5).
[75] 王本德,周惠成,程春田等.水库预蓄效益与风险控制模型[J].水文,2000,20(1):14-18.
[76] 王本德,梁国华,程春田.防洪实时风险调度模型及应用[J].水文,2000,20(6):4-8.
[77] 张欧阳,许炯心,张红武等.洪水的灾害与资源效应及其转化模式[J].自然灾害学报,2003,12(1):25-30.
[78] 向立云,姜付仁.洪水资源与洪水资源化刍议[J].中国水利水电科学研究院学报,2000,(1):1-3.
[79] 田友.海河流域水生态恢复与洪水资源化[J].中国水利,2002,(7):29-30.
[80] 苏运启.洪水资源化利用是解决黄河下游河道不断流和河床不抬高的有效途径[J/OL].http://www.hwcc.com.cn/newsdisplay/newsdisplay.asp?Id=25393.
[81] 王道席,陈焰明,靳锋,刘红珍.黄河洪水资源化及其保障措施[J].水电能源科学,2004,22(1):26-28.
[82] 向茂森.论淮河流域洪水资源化[J/OL].http://www.hrc.gov.cn/ztbd_zt.aspx.
[83] 李长安.长江洪水资源化思考[J].地球科学—中国地质大学学报,2003,28(4):461-465.
[84] 连金海,任东升.吉林省雨洪资源利用的思考[J].中国水利,2004,(7):18-19.
[85] 吉林省防汛抗旱指挥部办公室.洪水资源化的实践[J].中国防汛抗旱,2004(1):22-24.
[86] 于险峰,刘玉珍.浅谈辽宁省的雨洪资源利用[J].中国水土保持,2004,(4):9-10.
[87] 刘德忠,宋少文.利用非工程措施开发利用洪水资源的探讨[J].水文,1995,(3):26-31.
[88] 陈芳林,徐华,王同刚.山东省海河流域防洪工程与水资源开发相结合治理模式的探讨[J].海河水利,2000,(6):3-5.
[89] 王宝玉.塔里木河洪水资源化利用初探[J].西北水电,2002,(4):11-13.
[90] 华家鹏,孔令婷.分期汛限水位和设计洪水位的确定方法[J].水电能源科学,2002,20(1):21-23.
[91] 周庆义,皇甫淑贤,马友春.音河水库汛期分时段控制运用研究[J].黑龙江水利科技,1995,23(3):69-74.
[92] 胡振鹏,冯尚友,余敷秋.丹江口水库运行中防洪和兴利矛盾的多目标分析[J].水利水电技术,1989,(12):42-48.
[93] 陈守煜.工程水文水资源系统模糊集分析理论与实践[M].大连:大连理工大学出版社,1998
[94] 李成林.察尔森水库汛限水位过程线的确定[J].东北水利水电,2003,21(1):43-45.
[95] 张波子.汛期过渡期水库汛限水位动态控制方法[J].河北水利水电技术,2002,(4):27-27.
[96] 曹升乐等.水库汛限水位计算理论与方法[M].北京:中国水利水电出版社,2004.
[97] 孙秀玲.水库汛限水位过程线确定方法分析研究[J].海河水利,1998,(1):10-12.
[98] 冯平,陈根福,纪恩福等.岗南水库超汛限水位蓄水的风险分析[J].天津大学学报,1995,28(4):572-576.
[99] 冯平,陈根福.超汛限水位蓄水的风险效益分析[J].水利学报,1996,(6):29-33.
[100] 冯平,陈根福,卢永兰等.水库联合调度下超汛限水位蓄水的风险效益分析[J].水力发电学报,1995,(2):8-16.
[101] 王才君,郭生练,刘攀等.三峡水库动态汛限水位洪水调度风险指标及综合评价模型研究[J].水科学进展,2004,15(3):376-381.
[102] 贾瑞红.陡河水库提高汛限水位和正常蓄水位的可行性分析[J].河北水利水电技术,2003,(6):43-44.
[103] 廖松.进一步提高密云水库汛限水位的途径[J].北京水利,1994,(1):35-38.
[104] 吴晋青,李文奇.密云水库抬高汛限水位的可行性研究[J].水利水电工程设计,1999,(3):22-23.
[105] 庞尔鸿,加速地表水与地下水联调加强对水资源的统一管理[J].北京水利,1996,(6):18-19.
[106] 郎旭东,吴晋,乔耀年.井渠结合灌区可持续发展的引洪补源措施[J].中国农村水利水电,2002(5):16-17.
[107] 周顺升,张世明.引洪回灌补源是水资源可持续利用的有效途径[J].河北水利水电技术,1999,(2):17-18.
[108] 张有宏,李云杰,丁守森.水库防洪补源优化模式的探讨与实践[J].水利水电技术,1994,(8):2-6.
[109] 李云杰,张有宏.引水补源边界流量及其确定[J].山东工业大学学报,1994,24(4):364-367.
[110] 杜贞栋,李云杰.太河水库利用汛期弃水补源效益浅析[J].山东水利科技,1993(4):60-63.
[111] 韩宇平,阮本清,解建仓等.串联水库联合供水的风险分析[J].水利学报,2003,(6),14-21.
[112] 潘俊,骆阳,陈显利等.地表、地下水库联合调蓄供水的风险性[J].中国给水排水,2004,20(11):49-51.
[113] 云桂春,成徐州.人工地下水回灌[M].中国建造工业出版社,2004.
[114] 刘昌明,陈效国.黄河流域水资源演化规律与可再生性维持机理研究和进展[M].黄河水利出版社,2001.
[115] Muniz Albert, Ziegler William B. Aquifer storage and recovery in Southeast Florida[A]. In: Proceedings of the 2nd Imemational Symposium on Artificial Recharge of Ground Water[C], ASCE, 1994, 311-317.
[116] Wendell Daniel, Kwan Shan. Preliminary results of storage and recovery well testing City of Pasadena, California[A]. In: Proceedings Of the 2nd Intenational Symposium on Artificial Recharge of Ground Water[C]. ASCE,1994,241-247.
[117] Lucas Mark, et al. Controlling iron concentrations in the recovered water from aquifer storage and recovery(ASR) wells[A]. In: Proceeding of the 2nd International Symposium on Artificial Recharge of Ground Water[C]. ASCE, 1994, 574-587.
[118] Pyne R David G. Groundwater recharge and wells: a guide to aquifer storage recovery[M]. Boca Raton: Lewis Publishers, 1995.
[119] Takashi Asano. Artificial recharge of groundwater[M]. Boston: Butterworth Publishers, 1985.
[120] 上海市水文地质大队.地下水人工回灌[M].北京:地质出版社,1977,1-94.
[121] 北京水文地质工程地质大队.地下水人工回灌试验研究[J].水文地质与工程地质,1980,(1):12-16.
[122] 刘家祥等.北京西郊地下水人工回灌试验研究[J].水文地质与工程地质,1988,(3):24-28.
[123] 何岩.地下水质模型在人工回灌中的应用[J].水文地质与工程地质,1988,(4):31-36.
[124] 陈曦等.沈阳市地下水人工回灌试验过程及其分析[J].工程勘察,1995,(3):13-18.
[125] 秦毅苏.黄河流域地下水资源合理开发利用[M].郑州:黄河水利出版社,1997,87-100.
[126] 杜汉学,常国纯,张乔生等.利用地下水库蓄水的初步认识[J].水科学进展,2002,13(5):618-622.
[127] 李道真,李呈义,刘培民等.滨海平原地下建库供水开源防止海水入侵技术研究[J].水利水电技术,1997,28(8),15-18.
[128] 刘青勇,马承新,张保祥等.地下水回灌补源模式研究与示范[J].水利水电技术,2004,35(2):57-59.
[129] 刘青勇,马承新,张保祥等.黄水河地下水库管理数值模拟研究[J].水资源研究,2004,25(1):1-3.
[130] 徐建国,卫政润,张涛等.环渤海山东地区地下水库建设条件分析[J].地质调查与研究,2004,27(3):197-202.
[131] 徐建国,武善文,卫证润等.山东半岛西水东调受水区地下水库工程论证[J].勘察科学技术,2004,(5):50-54.
[132] 余强,赵云章,苗晋祥等.南水北调中线工程地下水库的基本特征与调控管理[J].水科学进展,2003,14(2):209-212.
[133] 赵云章,邵景力,焦红军等.黄河下游影响带地下水库的基本特征[J].水利学报,2003,(4):90-93.
[134] 向华龙,沈珠江.地下水库耦合系统的组构及作用[J].科技导报,2003,(3):19-21.
[135] 张光斗.关于地下水库与南水北调中线工程的讨论[J],科技导报,2003,(7):34-34.
[136] 孙桂平,赵宗涛.石家庄市滹沱河地下水库调蓄功能研究初探[J].河北师范大学学报(自然科学版),2000,24(3):398-400.
[137] 费宇红,陈树娥,刘克岩.滹沱河断流区水环境劣变特征与地下调蓄潜力[J].水利学报,2001,(11):
[138] 王秀杰,练继建,杨弘等.石家庄滹沱河地区地下水库研究[J].水利水电技术,2004,35(9):5-7.
[139] 陈南祥,殷淑华,邱林.平原(灌区)地下水库的数值模拟[J].灌溉排水学报,2003,22(4):50-53.
[140] 戴长雷,迟宝明.地下水库调蓄能力分析[J].水文地质工程地质,2003,(2):37-40.
[141] 杜汉学,常国纯.利用地下水库蓄水是吉林省新的有效治水途径[J].吉林地质,2000,19(2):88-99.
[142] 谭世燕.下辽河平原地下水库资源及其开发潜力分析[J].国土与自然资源研究,1995,(4):33-39.
[143] 赵珍,徐军,王宏宇等.福兴地盆地地下水库开发利用[J].东北水利水电,2002,20(5):6-17.
[144] 赵天石.关于地下水库几个问题的探讨[J].水文地质工程地质,2002,(5):65-67.
[145] 赵天石,杨绍南.建设地下水库是大连市水资源开发的重要途径[J].水文地质工程地质,2000(4):37-39.
[146] 谭世燕.哈尔滨城市地下水库的开发问题[J].黑龙江地质,1992,3(4):43-50.
[147] 崔向新,何京丽,王琪.充分利用呼和浩特市地下水库加强早涝洪碱综合治理[J].内蒙古农牧学院学报,1995,16(2):99-103.
[148] 魏永安,侯秀凤.包头市修建地下水库的初步设想[J].地下水,1998,20(1):46-47.
[149] 陈旭光,陈德斌,蔡青勤.天山北麓玛纳斯河流域山间洼地地下水库的形成机理与开发利用的意义[J].新疆地质,2004,22(3):248-252.
[150] 卫建新.浅议陕西省地下水库的建设与管理运用[J].地下水,2000,22(1):39-41.
[151] 赵红,韩群柱.渭河傍河水源地与地下水库建设问题[J].地下水,2001,23(1):27—29.
[152] 葛文彬.论成都平原地下水资源特征及开发利用前景[J].四川地质学报,1996,16(2):147-156.
[153] 郑铣鑫,李振东.河谷地区地下水库开发及系统管理研究[J].工程勘察,1990,(4):28-31.
[154] 王泳.福建省莆田市湄州岛地下水库试验工程[J].水利科技,2004,(3):38-40.
[155] 邓自民.喀斯特地下水库与成库条件[J].贵州科学,1995,13(3):16-22.
[156] 陈伟海,张之淦.峰林平原区岩溶含水层特征与调蓄功能[J].中国岩溶,1999,18(1):19-27.
[157] Chen Weihai, Zhang Zhigan, Huang Jingxi. A New Type of Underground Reservoir in Karst Area—A Case Study in Xiaopingyang, Laibin County, Guangxi, China[J]. CARSOLOGICA SINICA, 1996, 15(1～2): 141-149.
[158] 汪文富.贵州普定马官岩溶地下水库成库条件及效益研究[J].中国岩溶,1999,18(1):47-55.
[159] 陈洪元,杨勇,胡兴华等.岩溶山区雨水资源有效利用研究—以贵州省普定县马官地下水库为例[J].自然资源学报,2001,16(6):505-510.
[160] Chen Dingrong, Han Xingrui, Luo Weiquan, Li Wenxing. A Preliminary Study on Storage Capacity Evaluation for Underground Reservoir in Karst Area-Taking Changgang Chushuidong Underground River in Guizhou Province as an Example[J], Carsologica Sinica, 1996, 15(1-2): 150-156.
[161] 王俊业.山西省岩溶地下水人工补给技术研究[J].地下水,2001,23(3):134-136.
[162] 杜新强,廖资生,李砚阁等.地下水库调蓄水资源的研究现状与展望[J].科技进步与对策,2005,(2):178-180.
[163] 李文果,郭维东,方明.利用地下蓄水层缓解水资源短缺的探讨[J].排灌机械,2002,(6):29-31.
[164] 田友,杨学军.海河流域中小洪水调度探析[J].海河水利,2003,(2):4-5.
[165] 大连市防汛抗旱总指挥部办公室,大连理工大学等.大连市碧流河水库汛限水设计与运用研究技术总报告[R].大连:大连理工大学土木水利学院,2004,4.
[166] 大连理工大学,河南省水利勘测设计院等.白龟山水库汛限水设计与运用研究技术总报告[R].大连:大连理工大学土木水利学院,2004,7.
[167] 大连理工大学.汛限水位动态控制方法研究综合报告[R].大连:大连理工大学土木水利学院,2004,9.
[168] 大连理工大学,国家防汛抗旱总指挥办公室.水库防洪预报调度方法及应用[M].北京:中国水利水电出版社,1996.
[169] 大连理工大学.洪水预报及降雨预报信息利用可能性研究[R].水利部重大科技项目《水库设计运用专题研究》专题4研究报告之一,大连:大连理工大学土木水利学院,2003,12.
[170] 邵东国,李玮,刘丙军等.抬高水库汛限水位的洪水资源化利用研究[J].中国农村水利水电,2004,(9):26～18.
[171] 阮本清,粱瑞驹,陈韶君.一种供用水系统的风险分析与评价方法[J].水利学报,2000(9):1-7.
[172] 魏一鸣,金菊良,杨存建等,洪水灾害风险管理理论[M].科学出版社,2002.
[173] 汪新宇,张祥,赖国伟.防洪体系超标洪水综合风险分析[J].水利学报,2004,(2):83-87.
[174] 大连理工大学.汛限水位动态控制的风险与效益分析方法研究[R].水利部重大科技项目 《水库设计运用专题研究》专题4研究报告之四,大连:大连理工大学土木水利学院,2004,9.
[175] 大连理工大学.汛限水位动态控制约束域确定方法及应用研究[R].水利部重大科技项目 《水库设计运用专题研究》专题4研究报告之二,大连:大连理工大学土木水利学院,2004,7.
[176] 大连理工大学.汛限水位动态控制方法及应用研究[R].水利部重大科技项目 《水库设计运用专题研究》专题4研究报告之三,大连:大连理工大学土木水利学院,2004,7.
[177] 牛国强.水库规划中防洪与兴利的综合研究[J].水利水电技术,1995(12):40-43.
[178] 马小兵.洪水兴利连续调节方法与汛限水位的模糊优选研究[D].大连理工大学硕士论文,2003,4.
[179] 陈守煜.工程模糊集理论与应用[M].北京:国防工业出版社,1998.
[180] 陈守煜.系统模糊决策理论与应用[M].大连:连理工大学出版社,1994,4.
[181] 周惠成,梁国华,王本德等.水库洪水调度系统通用化模板设计与开发[J].水科学进展,2002,(1):42-48.
[182] 梁国华.流域防洪调度决策支持系统集成化研究与应用[D].大连理工大学博士学位论文,2002.
[183] 程春田,王本德.启发式与人机交互相结合的水库防洪模糊优化调度模型[J].水利学报,1995,(11):71-76.
[184] 程春田,王本德,陈守煜.交互式的多目标水库防洪模糊优化调度[J].水利管理技术,1993(4):8～11
[185] 程春田,欧春平,王本德.水库洪水调度系统的集成管理[J].水利学报,2001,(3):77-81
[186] 程春田.白山、丰满水库群实时洪水联合调度系统设计与开发[J].水科学进展,1998(1):29-34.
[187] 程春田.面向对象技术在水库防洪调度系统中的应用[J].水电能源科学,1998,(3):10-15.
[188] 张佐.系统集成的概念、方法与实践[J].测控技术,1999,18(9):3-6.
[189] 侯召成.水库防洪预报调度模糊集与风险分析理论研究与应用[D].大连理工大学博士学位论文,2004.
[190] 褚恒晔,张致国.吉林省地下水开发的另一途径—地下水库的开发利用[J].吉林地质,2000,19(3):65-70.
[191] 郑德凤,王本德.流域防洪系统中地下水库调蓄能力分析与计算[J].大连理工大学学报,2005,45(1):132-137.
[192] 辽宁省水利厅.辽宁省水资源开发利用现状分析报告[R].1995,3.
[193] 盖美.大连市近岸海域海陆调控一体化研究[D].大连理工大学博士学位论文,2004.
[194] 冯尚友.多目标决策理论方法与应用[M].华中理工大学出版社,1990.
[195] 傅湘,纪昌明.区域水资源承载能力综合评价—主成分分析法的应用[J].长江流域资源与环境,1999,8(2):168-173.
[196] 李鹏,董聪.基于实数编码的广义遗传算法及其在优化问题中的应用[J].控制与决策,2002,17(4):487-490.
[197] 王坚强.一类动态多指标决策问题的灰色关联分析方法[J].中南工业大学学报,1999,30(5):548-550.
[198] 郭占胜,张忠义,张超英等.复合生态系统中区域环境质量可持续发展能力的综合评价[J].河南农业大学学报,2001,35(3):230-233.
[199] 高彦春,刘昌明.区域水资源开发利用的阈限分析[J].水利学报,1997,(8):73-79.
[200] 秦莉云,金忠青.淮河流域水资源承载能力的评价分析[J].水文,2001,21(3):14-17.
[201] 陈述云,张崇甫.多指标综合评价方法及其优化选择研究[J].数理统计与管理,1994,13(3):18-21.
[202] 王顺久,侯玉,张欣莉等.流域水资源承载能力的综合评价方法[J].水利学报,2003,(1):88-92.
[203] 张欣莉,丁晶,李祚泳等.投影寻踪新算法在水质评价模型中的应用[J].中国环境科学,2000,20(2):187-189.
[204] 杨晓华,杨志峰,沈珍瑶.水资源可再生能力评价的遗传投影寻踪方法[J].水科学进展,2004,15(1):73-76.
[205] 张欣莉,丁晶,金菊良.基于遗传算法的参数投影寻踪回归及其在洪水预报中的应用[J].水利学报,2000,(6):45-48.
[206] 陈守煜.复杂水资源系统优化模糊识别理论与应用[M].吉林大学出版社,2002.
[207] 陈守煜.模糊模式识别交叉迭代模型与收敛性[J].大连理工大学学报,2001,41(3):264-267.
[208] 陈守煜.模糊模式识别迭代模型及在优选水电装机中的应用[J].水利学报,2001,(5):11-16.
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |