港口岸线环境补偿人工沙滩工程理论与实践
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摘要
依托港口岸线建设环境补偿人工沙滩工程是践行国家生态文明建设战略,实现港、城一体化发展的有益举措。针对人工沙滩建设中的理论和关键技术问题,通过自主研发,取得以下主要创新性成果:1)发展了沙、泥并存下沙滩动力地貌学基础理论;2)形成先进的数值、物理模拟技术;3)提出适用于各种复杂泥沙环境下的人工沙滩设计原则;4)研发了人工沙滩防侵蚀、防泥化的整治与养护措施。研究成果已成功应用于不同复杂泥沙环境下的实际沙滩工程中,实现了良好的经济、社会和生态环境效益,具有广阔的推广应用前景。
Following the national strategy of ecological civilization, the environmental compensation artificial beaches construction at coastal harbor shoreline is beneficial for the integrative growth of the harbor and city. Focusing on the theory and technology of the artificial beach engineering,we have made a series of achievements through self-development,including development of the beach morphodynamic theory especially under the coexistence of sand and mud,creation of the innovative numerical and physical modeling technologies,propose of the designing principle for beaches under different sediment environment,and development of a series of regulation scenarios for preventing beach erosion and siltation. The above technologies have been successfully applied to a series of practical beach engineering cases,and obtained significant economic,social and environmental benefits.
Following the national strategy of ecological civilization, the environmental compensation artificial beaches construction at coastal harbor shoreline is beneficial for the integrative growth of the harbor and city. Focusing on the theory and technology of the artificial beach engineering,we have made a series of achievements through self-development,including development of the beach morphodynamic theory especially under the coexistence of sand and mud,creation of the innovative numerical and physical modeling technologies,propose of the designing principle for beaches under different sediment environment,and development of a series of regulation scenarios for preventing beach erosion and siltation. The above technologies have been successfully applied to a series of practical beach engineering cases,and obtained significant economic,social and environmental benefits.
引文
[1]XIE M X,YANG Z W,LI X,et al.Experimental study on the wave attenuation characteristics over muddy bed and fluid mud[C]Proceedings of the 27 th International Offshore and Polar Engineering Conference,2017:1336-1340.
[2]李鑫,解鸣晓,左书华.沙质海岸破波带内水动力及横向输沙机制研究报告[R].天津:交通运输部天津水运工程科学研究所,2016.
[3]解鸣晓.淤泥质海岸波生流动力机制及三维模拟研究[J].泥沙研究,2012(6):11-18.
[4]解鸣晓,张弛.基于大比尺水槽的波流边界层发育机制试验研究报告[R].天津:交通运输部天津水运工程科学研究所,2016.
[5]XIE M X.Establishment,validation and discussions of a three dimensional wave-induced current model[J].Ocean modelling,2011,38(3):230-243.
[6]XIE M X.Three-dimensional numerical modelling of the wave-induced rip currents under irregular bathymetry[J].Journal of hydrodynamics,2012,24(6):864-872.
[7]解鸣晓,张玮.近岸波生流运动三维数值模拟及验证研究[J].水科学进展,2011,22(3):391-399.
[8]解鸣晓.波流耦合下淤泥质海岸水沙运动三维模拟[M].北京:人民交通出版社,2014.
[9]XIE M X.Three dimensional numerical modelling of the wave-Induced current characteristics for muddy coasts[C]Proceedings of the 21st International Offshore and Polar Engineering Conference,2011(3):957-962.
[10]XIE M X,ZHANG C,YANG Z W,et al.Numerical modeling of the undertow structure and sandbar migration in the surfzone[J].China ocean engineering,2017,31(5):549-558.
[11]解鸣晓,李鑫.基于完全动力过程的沙质海岸岸滩演变数值模式研究[R].天津:交通运输部天津水运工程科学研究所,2013.
[12]解鸣晓,李姗,张弛,等.沙质海岸破波带内底部离岸流及沙坝迁移数值模拟研究[J].水道港口,2016,37(4):349-355.
[13]张义丰,李瑞杰.基于薛定谔方程的非线性波浪传播理论[M].北京:人民交通出版社,2014.
[14]ZHANG Y F,LI R J.Numerical solutions for two nonlinear wave equations[J].Water science and engineering,2012,5(4):410-418.
[15]张义丰,李瑞杰,罗锋,等.深水波浪非线性薛定谔方程及其精确解[J].水科学进展,2009,20(3):361-365.
[16]李孟国,李文丹,时钟.非缓坡非均匀流场中多向不规则波传播数学模型的建立[J].水道港口,2006,27(5):279-283.
[17]李孟国,李文丹,时钟.综合考虑多种变形因素的近岸规则波传播数学模型I.基本方程的导出[J].海洋湖沼通报,2006(3):6-12.
[18]张义丰,卢桂营,严冰,等.深水波列传播的不稳定性分析[J].水道港口.2014,35(1):32-37.
[19]YANG Z W,LIU S X,BINGHAM H B,et al.Second-order coupling of numerical and physical wave tanks for 2d irregular waves.part I:formulation,implementation and numerical properties[J].Coastal engineering,2014,92:48-60.
[20]YANG Z W,LIU S X,BINGHAM H B,et al.Second-order coupling of numerical and physical wave tanks for 2d irregular waves.part II:experimental validation in two-dimensions[J].Coastal engineering,2014,92:61-74.
[21]阳志文,柳淑学,李金宣,等.波浪传播的数值模拟与物理模拟的耦合模型[J].水动力学研究与进展(A辑),2011,26(3):296-306.
[22]解鸣晓,李姗,侯志强.岬湾平衡海岸理论在人工沙滩岸线设计中的应用[J].中国港湾建设,2016,36(6):1-6.
[23]孙连成.天津港东疆港区人工沙滩冲淤稳定性试验研究[J].水运工程,2009(2):7-12.
[24]孙连成,黄毅峰,赵会民.人工沙滩亲水段泥沙淤积试验研究[J].泥沙研究,2011(4):44-50.
[25]XIE M X,WU M Y,LIU G T.Experimental study on the stability of the Weifang artificial beach,China[C]Proceedings of the 23rd International Offshore and Polar Engineering Conference,2013.
[26]吴明阳,张瑞波,解鸣晓,等.潍坊滨海水城人工沙滩防护工程效果物理模型试验研究[J].水道港口,2015,36(6):467-473.
[27]解鸣晓,侯志强,吴明阳,等.潍坊滨海旅游度假区人工沙滩防护工程波浪泥沙整体物理模型试验研究报告[R].天津:交通运输部天津水运工程科学研究所,2013.
[28]解鸣晓,刘国亭,张义丰,等.大连金渤海岸姚家套海滨浴场沙滩改造工程波浪泥沙整体物理模型试验研究报告[R].天津:交通运输部天津水运工程科学研究所,2014.
[29]解鸣晓,张义丰,侯志强,等.潍坊滨海旅游度假区人工沙滩稳定性及防护工程效果分析研究报告[R].天津:交通运输部天津水运工程科学研究所,2012.
[30]解鸣晓,张义丰,李文丹,等.大连金渤海岸园区天籁湾海滨浴场沙滩改造工程稳定性分析研究报告[R].天津:交通运输部天津水运工程科学研究所,2014.
[31]孙开妍,庞启秀,刘杰,等.天津港人工沙滩环抱水域泥沙回淤研究[J].水道港口,2012,33(1):8-13.
[32]庞启秀,高峰,孙连成,等.天津港东疆港区东海岸一期人工海滩工程试验研究[R].天津:交通运输部天津水运工程科学研究所,2010.
[33]李文丹,解鸣晓,张义丰,等.大连金州湾人工沙滩建设条件研究[J].水道港口,2017,38(2):126-131.
[34]解鸣晓,崔成,李鑫,等.连云港港赣榆港区建设对周边水动力泥沙环境及沙滩稳定性影响试验研究报告[R].天津:交通运输部天津水运工程科学研究所,2014.
[2]李鑫,解鸣晓,左书华.沙质海岸破波带内水动力及横向输沙机制研究报告[R].天津:交通运输部天津水运工程科学研究所,2016.
[3]解鸣晓.淤泥质海岸波生流动力机制及三维模拟研究[J].泥沙研究,2012(6):11-18.
[4]解鸣晓,张弛.基于大比尺水槽的波流边界层发育机制试验研究报告[R].天津:交通运输部天津水运工程科学研究所,2016.
[5]XIE M X.Establishment,validation and discussions of a three dimensional wave-induced current model[J].Ocean modelling,2011,38(3):230-243.
[6]XIE M X.Three-dimensional numerical modelling of the wave-induced rip currents under irregular bathymetry[J].Journal of hydrodynamics,2012,24(6):864-872.
[7]解鸣晓,张玮.近岸波生流运动三维数值模拟及验证研究[J].水科学进展,2011,22(3):391-399.
[8]解鸣晓.波流耦合下淤泥质海岸水沙运动三维模拟[M].北京:人民交通出版社,2014.
[9]XIE M X.Three dimensional numerical modelling of the wave-Induced current characteristics for muddy coasts[C]Proceedings of the 21st International Offshore and Polar Engineering Conference,2011(3):957-962.
[10]XIE M X,ZHANG C,YANG Z W,et al.Numerical modeling of the undertow structure and sandbar migration in the surfzone[J].China ocean engineering,2017,31(5):549-558.
[11]解鸣晓,李鑫.基于完全动力过程的沙质海岸岸滩演变数值模式研究[R].天津:交通运输部天津水运工程科学研究所,2013.
[12]解鸣晓,李姗,张弛,等.沙质海岸破波带内底部离岸流及沙坝迁移数值模拟研究[J].水道港口,2016,37(4):349-355.
[13]张义丰,李瑞杰.基于薛定谔方程的非线性波浪传播理论[M].北京:人民交通出版社,2014.
[14]ZHANG Y F,LI R J.Numerical solutions for two nonlinear wave equations[J].Water science and engineering,2012,5(4):410-418.
[15]张义丰,李瑞杰,罗锋,等.深水波浪非线性薛定谔方程及其精确解[J].水科学进展,2009,20(3):361-365.
[16]李孟国,李文丹,时钟.非缓坡非均匀流场中多向不规则波传播数学模型的建立[J].水道港口,2006,27(5):279-283.
[17]李孟国,李文丹,时钟.综合考虑多种变形因素的近岸规则波传播数学模型I.基本方程的导出[J].海洋湖沼通报,2006(3):6-12.
[18]张义丰,卢桂营,严冰,等.深水波列传播的不稳定性分析[J].水道港口.2014,35(1):32-37.
[19]YANG Z W,LIU S X,BINGHAM H B,et al.Second-order coupling of numerical and physical wave tanks for 2d irregular waves.part I:formulation,implementation and numerical properties[J].Coastal engineering,2014,92:48-60.
[20]YANG Z W,LIU S X,BINGHAM H B,et al.Second-order coupling of numerical and physical wave tanks for 2d irregular waves.part II:experimental validation in two-dimensions[J].Coastal engineering,2014,92:61-74.
[21]阳志文,柳淑学,李金宣,等.波浪传播的数值模拟与物理模拟的耦合模型[J].水动力学研究与进展(A辑),2011,26(3):296-306.
[22]解鸣晓,李姗,侯志强.岬湾平衡海岸理论在人工沙滩岸线设计中的应用[J].中国港湾建设,2016,36(6):1-6.
[23]孙连成.天津港东疆港区人工沙滩冲淤稳定性试验研究[J].水运工程,2009(2):7-12.
[24]孙连成,黄毅峰,赵会民.人工沙滩亲水段泥沙淤积试验研究[J].泥沙研究,2011(4):44-50.
[25]XIE M X,WU M Y,LIU G T.Experimental study on the stability of the Weifang artificial beach,China[C]Proceedings of the 23rd International Offshore and Polar Engineering Conference,2013.
[26]吴明阳,张瑞波,解鸣晓,等.潍坊滨海水城人工沙滩防护工程效果物理模型试验研究[J].水道港口,2015,36(6):467-473.
[27]解鸣晓,侯志强,吴明阳,等.潍坊滨海旅游度假区人工沙滩防护工程波浪泥沙整体物理模型试验研究报告[R].天津:交通运输部天津水运工程科学研究所,2013.
[28]解鸣晓,刘国亭,张义丰,等.大连金渤海岸姚家套海滨浴场沙滩改造工程波浪泥沙整体物理模型试验研究报告[R].天津:交通运输部天津水运工程科学研究所,2014.
[29]解鸣晓,张义丰,侯志强,等.潍坊滨海旅游度假区人工沙滩稳定性及防护工程效果分析研究报告[R].天津:交通运输部天津水运工程科学研究所,2012.
[30]解鸣晓,张义丰,李文丹,等.大连金渤海岸园区天籁湾海滨浴场沙滩改造工程稳定性分析研究报告[R].天津:交通运输部天津水运工程科学研究所,2014.
[31]孙开妍,庞启秀,刘杰,等.天津港人工沙滩环抱水域泥沙回淤研究[J].水道港口,2012,33(1):8-13.
[32]庞启秀,高峰,孙连成,等.天津港东疆港区东海岸一期人工海滩工程试验研究[R].天津:交通运输部天津水运工程科学研究所,2010.
[33]李文丹,解鸣晓,张义丰,等.大连金州湾人工沙滩建设条件研究[J].水道港口,2017,38(2):126-131.
[34]解鸣晓,崔成,李鑫,等.连云港港赣榆港区建设对周边水动力泥沙环境及沙滩稳定性影响试验研究报告[R].天津:交通运输部天津水运工程科学研究所,2014.