水库淤损控制与库容恢复研究综述
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摘要
我国水库数量多,淤积严重,影响水库功能的发挥和水库安全。在目前水库淤损日益加重的情况下,开展水库淤损控制与库容恢复技术研究,对恢复部分淤损库容、提高水库的各项效能、延长水库使用寿命具有非常重要的意义。对我国水库的淤损情况、淤损控制与库容恢复技术等方面的研究进行了简要综述,提出了需要开展全国水库泥沙淤积调查、水库淤损机理和控制措施研究等工作。
There are many reservoirs in China,and serious reservoir sedimentation seriously affects reservoir function and reservoir safety. It is of great significance to carry out the reservoir sedimentation control and reservoir capacity recovery technology,to restore the reservoir capacity,to improve the efficiency of the reservoir and to prolong the service life of the reservoir,in the case offewer and fewer good dam sites suitable for the construction of the reservoir and the increasing accumulation of reservoirsedimentation. In this paper,influence factor of the storage loss,sedimentation control and reservoir capacity recovery technology in China were briefly reviewed.It put forward that it was necessary to carry out research work on reservoir sedimentation investigationand reservoir siltation mechanism and control measures.
There are many reservoirs in China,and serious reservoir sedimentation seriously affects reservoir function and reservoir safety. It is of great significance to carry out the reservoir sedimentation control and reservoir capacity recovery technology,to restore the reservoir capacity,to improve the efficiency of the reservoir and to prolong the service life of the reservoir,in the case offewer and fewer good dam sites suitable for the construction of the reservoir and the increasing accumulation of reservoirsedimentation. In this paper,influence factor of the storage loss,sedimentation control and reservoir capacity recovery technology in China were briefly reviewed.It put forward that it was necessary to carry out research work on reservoir sedimentation investigationand reservoir siltation mechanism and control measures.
引文
[1]姜乃森,傅玲燕.中国的水库泥沙淤积问题[J].湖泊科学,1997,9(1):1-2.
[2]中国大坝协会.2008年中国与世界大坝建设情况:大坝统计[EB/OL].[2009-02-01]. http://www. chincold. org.cn/chincold/index.htm.
[3]张瑞瑾,谢鉴衡,王明甫.河流泥沙动力学[M].北京:水利电力出版社,1989:4-5.
[4] MAHMOOD K. Reservoir Sedimentation:Impact,Extent and Mitigation[R]. Washington DC:World Bank Technical Paper,1987:71.
[5] FANOS A M. The Impact of Human Activities on the Erosion and Accretion of the Nile Delta Coast[J]. Journal of Coastal Research,1995,11(3):821-833.
[6] GUILLEN J,PALANQUES A. Sediment Dynamics and Hydrodynamics in the Lower Course of a River Highly Regulated by Dams the Ebro River[J]. Sedimentology,1992,39(4):567-579.
[7] GLEN E P,ZAMORA-ARROYO F,NAGLER P L,et al.Ecology and Conservation Biology of the Colorado River Delta,Mexico[J]. Journal of Arid Environments,2001,49(1):5-15.
[8] HU D,CLIFT P D,PHILIPP B,et al. Holocene Evolution in Weathering and Erosion Patterns in the Pearl River Delta[J]. Geochemistry Geophysics Geosystems,2013,14(7):2349-2368.
[9] FASSETTA G A. River Channel Changes in the Rhone Delta(France)Since the End of the Little Ice Age:Geomorphological Adjustment to Hydroclimatic Change and Natural Resource Management[J]. Catena,2003,51(2):141-172.
[10] ZHANG Q,XU C Y,CHEN X. Abrupt Changes in the Discharge and Sediment Load of the Pearl River,China[J]. Hydrological Processes,2012,26(10):1495-1508.
[11] ABAM T K S. Impact of Dams on the Hydrology of the Niger Delta[J]. Bulletin of Engineering Geology and the Environment,1999,57(3):239-251.
[12] JAY D A,SIMANSTAD C A. Downstream Effects of Water Withdrawal in a Small,High-Gradient Basin:Erosion and Deposition on the Skokomish River Delta[J]. Estuaries,1996,19(3):501-517.
[13]钱春林.引滦工程对滦河三角洲的影响[J].地理学报,1994,49(2):158-166.
[14] YANG S L,ZHANG J,ZHU J,et al. Impact of Dams on Yangtze River Sediment Supply to the Sea and Delta Intertidal Wetland Response[J]. Journal of Geophysical Research earth surface,2005,110(F3):247-275.
[15]倪晋仁,王光谦.黄河中游水土保持措施对入黄干支流泥沙特性的影响:减沙效应分析[J].自然资源学报,1997,12(2):126-132.
[16]金正越,毛世民.九十年代淮河中游泥沙继续减少[J].治淮,2000(5):38-39.
[17]刘孝盈,毛继新.水库有效库容保持[M].北京:中国水利水电出版社,2015:21-22.
[18]韩其为,杨小庆.我国水库泥沙淤积研究综述[J].中国水利水电科学研究院学报,2003,1(3):169-178.
[19]张士辰,盛金保,李子阳,等.关于推进水库清淤工作的研究与建议[J].中国水利,2017(16):45-48.
[20]田海涛,张振克,李彦明,等.中国内地水库淤积的差异性分析[J].水利水电科技进展,2006,26(6):28-33.
[21]曹慧群,李青云,黄茁,等.我国水库淤积防治方法及效果综述[J].水力发电学报,2013,32(6):183-189.
[22]吴保生,刘孝盈.水库保持[M].北京:中国地质大学出版社,2010:9-17.
[23]彭润泽,常德礼,白荣隆,等.推移质三角洲溯源冲刷计算公式[J].泥沙研究,1981(1):14-29.
[24]彭润泽,牛景辉.推移质溯源冲刷的数值计算[J].泥沙研究,1987(3):71-80.
[25]邓志强.非均匀推移质溯源冲刷规律研究[J].泥沙研究,1991(1):75-80.
[26]韩其为.水库淤积[M].北京:科学出版社,2003:272-275.
[27]赵光宇.水库淤积治理措施综述[J].山西水利,2011(10):52-54.
[28]钱宁,范家骅.异重流[M].北京:水利电力出版社,1958:27-31.
[29]王光谦,方红卫.异重流运动基本方程[J].科学通报,1996,41(18):1715-1720.
[30]侯晖昌,焦恩泽,秦芳.官厅水库1953—1956年异重流资料初步分析[J].泥沙研究,1958(2):70-94.
[31]李书霞,夏军强,张俊华.水库浑水异重流潜入点判别条件[J].水科学进展,2012,23(3):363-368.
[32] SABINE Chamoun,GIVOVANNI De Cesare,ANTON J Schleiss. Managing Reservoir Sedimentation by Venting Turbidity Currents:A Review[J]. International Journal of Sediment Research,2016,31(3):195-204.
[33]方春明,韩其为,何明民.异重流潜入条件分析及立面二维数值模拟[J].泥沙研究,1997(4):68-75.
[34]韩其为,何明民.泥沙数学模型中冲淤计算的几个问题[J].水利学报,1988,19(5):16-25.
[35]练继建,胡明罡,刘媛媛.多沙河流水库水沙联调多目标规划研究[J].水力发电学报,2004,23(2):12-16.
[36]向波,纪昌明,彭杨,等.基于免疫粒子群算法的水沙调度模型研究[J].水力发电学报,2010,29(1):97-101.
[37]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,2004,35(4):l-7.
[38]吴巍,周孝德,王新宏,等.多泥沙河流供水水库水沙联合优化调度的研究与应用[J].西北农林科技大学学报(自然科学版),2010,38(12):221-229.
[39]朱厚生,邱林.黄河上游梯级水库水沙调节优化调度[J].系统工程理论与实践,1990(6):54-60.
[40]白晓华,李旭东,周宏伟,等.汾河流域梯级水库群水沙联合调节计算[J].水电能源科学,2002,20(3):51-54.
[41]何亮,龚涛.中小型水库清淤措施研究进展[J].科苑论坛,2016(2):46.
[2]中国大坝协会.2008年中国与世界大坝建设情况:大坝统计[EB/OL].[2009-02-01]. http://www. chincold. org.cn/chincold/index.htm.
[3]张瑞瑾,谢鉴衡,王明甫.河流泥沙动力学[M].北京:水利电力出版社,1989:4-5.
[4] MAHMOOD K. Reservoir Sedimentation:Impact,Extent and Mitigation[R]. Washington DC:World Bank Technical Paper,1987:71.
[5] FANOS A M. The Impact of Human Activities on the Erosion and Accretion of the Nile Delta Coast[J]. Journal of Coastal Research,1995,11(3):821-833.
[6] GUILLEN J,PALANQUES A. Sediment Dynamics and Hydrodynamics in the Lower Course of a River Highly Regulated by Dams the Ebro River[J]. Sedimentology,1992,39(4):567-579.
[7] GLEN E P,ZAMORA-ARROYO F,NAGLER P L,et al.Ecology and Conservation Biology of the Colorado River Delta,Mexico[J]. Journal of Arid Environments,2001,49(1):5-15.
[8] HU D,CLIFT P D,PHILIPP B,et al. Holocene Evolution in Weathering and Erosion Patterns in the Pearl River Delta[J]. Geochemistry Geophysics Geosystems,2013,14(7):2349-2368.
[9] FASSETTA G A. River Channel Changes in the Rhone Delta(France)Since the End of the Little Ice Age:Geomorphological Adjustment to Hydroclimatic Change and Natural Resource Management[J]. Catena,2003,51(2):141-172.
[10] ZHANG Q,XU C Y,CHEN X. Abrupt Changes in the Discharge and Sediment Load of the Pearl River,China[J]. Hydrological Processes,2012,26(10):1495-1508.
[11] ABAM T K S. Impact of Dams on the Hydrology of the Niger Delta[J]. Bulletin of Engineering Geology and the Environment,1999,57(3):239-251.
[12] JAY D A,SIMANSTAD C A. Downstream Effects of Water Withdrawal in a Small,High-Gradient Basin:Erosion and Deposition on the Skokomish River Delta[J]. Estuaries,1996,19(3):501-517.
[13]钱春林.引滦工程对滦河三角洲的影响[J].地理学报,1994,49(2):158-166.
[14] YANG S L,ZHANG J,ZHU J,et al. Impact of Dams on Yangtze River Sediment Supply to the Sea and Delta Intertidal Wetland Response[J]. Journal of Geophysical Research earth surface,2005,110(F3):247-275.
[15]倪晋仁,王光谦.黄河中游水土保持措施对入黄干支流泥沙特性的影响:减沙效应分析[J].自然资源学报,1997,12(2):126-132.
[16]金正越,毛世民.九十年代淮河中游泥沙继续减少[J].治淮,2000(5):38-39.
[17]刘孝盈,毛继新.水库有效库容保持[M].北京:中国水利水电出版社,2015:21-22.
[18]韩其为,杨小庆.我国水库泥沙淤积研究综述[J].中国水利水电科学研究院学报,2003,1(3):169-178.
[19]张士辰,盛金保,李子阳,等.关于推进水库清淤工作的研究与建议[J].中国水利,2017(16):45-48.
[20]田海涛,张振克,李彦明,等.中国内地水库淤积的差异性分析[J].水利水电科技进展,2006,26(6):28-33.
[21]曹慧群,李青云,黄茁,等.我国水库淤积防治方法及效果综述[J].水力发电学报,2013,32(6):183-189.
[22]吴保生,刘孝盈.水库保持[M].北京:中国地质大学出版社,2010:9-17.
[23]彭润泽,常德礼,白荣隆,等.推移质三角洲溯源冲刷计算公式[J].泥沙研究,1981(1):14-29.
[24]彭润泽,牛景辉.推移质溯源冲刷的数值计算[J].泥沙研究,1987(3):71-80.
[25]邓志强.非均匀推移质溯源冲刷规律研究[J].泥沙研究,1991(1):75-80.
[26]韩其为.水库淤积[M].北京:科学出版社,2003:272-275.
[27]赵光宇.水库淤积治理措施综述[J].山西水利,2011(10):52-54.
[28]钱宁,范家骅.异重流[M].北京:水利电力出版社,1958:27-31.
[29]王光谦,方红卫.异重流运动基本方程[J].科学通报,1996,41(18):1715-1720.
[30]侯晖昌,焦恩泽,秦芳.官厅水库1953—1956年异重流资料初步分析[J].泥沙研究,1958(2):70-94.
[31]李书霞,夏军强,张俊华.水库浑水异重流潜入点判别条件[J].水科学进展,2012,23(3):363-368.
[32] SABINE Chamoun,GIVOVANNI De Cesare,ANTON J Schleiss. Managing Reservoir Sedimentation by Venting Turbidity Currents:A Review[J]. International Journal of Sediment Research,2016,31(3):195-204.
[33]方春明,韩其为,何明民.异重流潜入条件分析及立面二维数值模拟[J].泥沙研究,1997(4):68-75.
[34]韩其为,何明民.泥沙数学模型中冲淤计算的几个问题[J].水利学报,1988,19(5):16-25.
[35]练继建,胡明罡,刘媛媛.多沙河流水库水沙联调多目标规划研究[J].水力发电学报,2004,23(2):12-16.
[36]向波,纪昌明,彭杨,等.基于免疫粒子群算法的水沙调度模型研究[J].水力发电学报,2010,29(1):97-101.
[37]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,2004,35(4):l-7.
[38]吴巍,周孝德,王新宏,等.多泥沙河流供水水库水沙联合优化调度的研究与应用[J].西北农林科技大学学报(自然科学版),2010,38(12):221-229.
[39]朱厚生,邱林.黄河上游梯级水库水沙调节优化调度[J].系统工程理论与实践,1990(6):54-60.
[40]白晓华,李旭东,周宏伟,等.汾河流域梯级水库群水沙联合调节计算[J].水电能源科学,2002,20(3):51-54.
[41]何亮,龚涛.中小型水库清淤措施研究进展[J].科苑论坛,2016(2):46.