三峡库区支流常年库区航道通航尺度研究
|
摘要
随着长江经济带国家战略及沿江区域经济发展战略的实施,长江航运发展面临重大机遇。三峡水库的运行为三峡库区众多支流的航运发展提供了良好环境,作为连接重庆、武汉两大区域航运中心的连接段,库区干支航道的能力提升和标准提高显得尤为迫切。系统核查了三峡库区支流自然条件及航道发展现状,分析了三峡蓄水对支流航道条件的影响及蓄水后库区支流航道存在的问题,依据现有标准规范明确的航道尺度确定方法,论证提出了三峡库区15条主要通航支流河口段航道的通航尺度。最后,提出了加强观测分析与模型论证,加大基础设施建设与航道治理力度,以及跟踪观测三峡库区泥沙累积性淤积对航道的影响等建议。
With the implementation of the Changjiang River Economic Belt national strategy and the regional economic development strategy along the Changjiang river, the development of Changjiang river shipping is facing with a great opportunity. The normal operation of the Three Gorges project provides a good environment for shipping development of the Three Gorges reservoir area's tributaries. As a connecting section between the Chongqing the upper Changjiang river shipping center and Wuhan the middle Changjiang river shipping center, to improve the channel capacity and standard has become an urgent need. Systematic verificated the natural conditions and waterway development situation of the Three Gorges reservoir tributaries, analyzed the impact of the Three Gorges project on the tributary waterway conditions and problems, cleared the method of determining the navigation scale, proposed the navigation scale about 14 major tributaries estuary. Lastly, proposed some measures and recommendations, including strengthen the observation analysis and model demonstration, intensify the infrastructure construction and channel regulation, follow-up observe the influences on waterway about the Three Gorges reservoir sediment deposition.
With the implementation of the Changjiang River Economic Belt national strategy and the regional economic development strategy along the Changjiang river, the development of Changjiang river shipping is facing with a great opportunity. The normal operation of the Three Gorges project provides a good environment for shipping development of the Three Gorges reservoir area's tributaries. As a connecting section between the Chongqing the upper Changjiang river shipping center and Wuhan the middle Changjiang river shipping center, to improve the channel capacity and standard has become an urgent need. Systematic verificated the natural conditions and waterway development situation of the Three Gorges reservoir tributaries, analyzed the impact of the Three Gorges project on the tributary waterway conditions and problems, cleared the method of determining the navigation scale, proposed the navigation scale about 14 major tributaries estuary. Lastly, proposed some measures and recommendations, including strengthen the observation analysis and model demonstration, intensify the infrastructure construction and channel regulation, follow-up observe the influences on waterway about the Three Gorges reservoir sediment deposition.
引文
[1]刘涛,罗胜平.基于内河航道等级比较的长江航运发展分析[J].水利水运工程学报,2012(5):72-77.[LIU T,LUO S P.Analysis of Changjiang River navigation development based on comparison of inland waterways level[J].Hydro-Science and Engineering,2012(5):72-77.]
[2]刘均卫,刘涛,张妍妍.长江干线城市港口岸线综合利用分析[J].人民长江,2015,46(3):52-56.[LIU J W,LIU T,ZHANG Y Y.Analysis of comprehensive utilization of ports and shoreline in cities along stem Yangtze River[J].Yangtze River,2015,46(3):52-56.]
[3]刘均卫.长江生态航道发展探析[J].长江流域资源与环境,2015,24(S1):9-14.[LIU J W.Discussion on ecological waterway development of the Changjiang River[J].Resources and Environment in the Yangtze Basin,2015,24(S1):9-14.]
[4]任成柱.浅析小流量山区河流航道尺度的论证方法[J].水道港口,2006,27(3):158-161.[REN C Z.Analysis of channel dimension about mountain river with low discharge[J].Journal of Waterway and Harbor,2006,27(3):158-161.]
[5]张德春.合裕线湖区航道尺度的计算分析[J].中国港湾建设,2010(10):44-46,53.[ZHANG D C.Computation and analysis on Heyu channel dimensions in lake area[J].China Harbour Engineering,2010(10):44-46,53.]
[6]陈虹,赵东华.长三角地区限制性航道断面尺度确定方法探讨[J].水运工程,2012(12):64-67.[CHEN H,ZHAO D H.Investigation on determination of restricted channel scales’cross section in the Yangtze River delta region[J].Port&Waterway Engineering,2012(12):64-67.]
[7]赵维阳,李靓亮,茆长胜,等.弯曲航道通航宽度和水流条件确定方法探讨[J].长江科学院院报,2013,30(9):37-42.[ZHAO W Y,LI L L,MAO C S,et al.Preliminary study on the calculation of navigation width and the determination of flow condition of curved waterway[J].Journal of Yangtze River Scientific Research Institute,2013,30(9):37-42.]
[8]徐元,黄志扬.长江下游南通至南京段深水航道设计通航标准研究[J].水运工程,2014(1):1-9.[XU Y,HUANG Z Y.Designed navigational standards for deepwater channel in the lower stretch of the Changjiang River between Nantong and Nanjing[J].Port&Waterway Engineering,2014(1):1-9.]
[9]仲伟斌.长江下游湖口至浏河口河段支汊航道技术等级与航道尺度研究[J].水道港口,2014,35(2):159-164.[ZHONG W B.Study on dimension and classification of tributary channel in Lower Yangtze River[J].Journal of Waterway and Harbor,2014,35(2):159-164.]
[10]童思陈,许光祥,文传平.三峡库区支流航道技术等级定级及其应用[J].重庆交通大学学报(自然科学版),2009,28(6):1112-1117.[TONG S C,XU G X,WEN C P.Preliminary study and its application of navigation grading standard planning of the tributary channel in TGP reservoir area[J].Journal of Chongqing Jiaotong University(Natural Science),2009,28(6):1112-1117.]
[11]费乐.三峡库区主要支流航道定级研究[D].重庆:重庆交通大学硕士学位论文,2012.[FEI L.Research on tirbutary channel classification of three gorges reservoir area[D].Chongqing:Master Dissertation of Chongqing Jiaotong University,2012.]
[12]中华人民共和国住房和城乡建设部.GB 50139-2014内河通航标准[S].北京:中国计划出版社,2015.[Ministry of Housing and Urban-Development of the People’s Republic China.GB50139-2014 Navigation standard of inland waterway[S].Beijing:China Planning Press,2015.]
[13]中华人民共和国交通运输部.JTS 180-4-2015长江干线通航标准[S].北京:人民交通出版社,2016.[JTS180-4-2015 Navigation standard of the trunk stream of Changjiang River[S].Beijing:China Communications Press,2016.]
[14]伍文俊,余新明.三峡水库运行后库区航道条件变化及趋势[J].武汉大学学报(工学版),2010,43(3):344-347.[WU W J,YU X M.Changes and trends of waterway in reservoir area after operation of Three Gorges Reservoir[J].Engineering Journal of Wuhan University,2010,43(3):344-347.]
[15]伍文俊,闫军,孙昭华,等.三峡工程蓄水后坝上河段航道条件变化特点分析[J].水道港口,2012,33(1):51-56.[WU W J,YAN J,SUN Z H,et al.Variation characteristics analysis of upstream sections waterway condition after water storage of the Three Gorges[J].Journal of Waterway and Harbor,2012,33(1):51-56.]
[16]饶思梁.内河航道尺度与通航能力关系研究[D].武汉:武汉理工大学硕士学位论文,2011.[RAO S L.A study on the relationship of inland waters channel dimensions and navigation capacity[D].Wuhan:Master Dissertation of Wuhan University of Technology,2011.]
[17]黄寅,刘明俊.弯曲河段通过大型船舶能力预报研究[J].武汉理工大学学报(交通科学与工程版),2012,36(2):395-398.[HUANG Y,LIU M J.Predictable research on the capacity of large vessel getting across curving river[J].Journal of Wuhan University of Technology(Transportation Science&Engineering),2012,36(2):395-398.]
[2]刘均卫,刘涛,张妍妍.长江干线城市港口岸线综合利用分析[J].人民长江,2015,46(3):52-56.[LIU J W,LIU T,ZHANG Y Y.Analysis of comprehensive utilization of ports and shoreline in cities along stem Yangtze River[J].Yangtze River,2015,46(3):52-56.]
[3]刘均卫.长江生态航道发展探析[J].长江流域资源与环境,2015,24(S1):9-14.[LIU J W.Discussion on ecological waterway development of the Changjiang River[J].Resources and Environment in the Yangtze Basin,2015,24(S1):9-14.]
[4]任成柱.浅析小流量山区河流航道尺度的论证方法[J].水道港口,2006,27(3):158-161.[REN C Z.Analysis of channel dimension about mountain river with low discharge[J].Journal of Waterway and Harbor,2006,27(3):158-161.]
[5]张德春.合裕线湖区航道尺度的计算分析[J].中国港湾建设,2010(10):44-46,53.[ZHANG D C.Computation and analysis on Heyu channel dimensions in lake area[J].China Harbour Engineering,2010(10):44-46,53.]
[6]陈虹,赵东华.长三角地区限制性航道断面尺度确定方法探讨[J].水运工程,2012(12):64-67.[CHEN H,ZHAO D H.Investigation on determination of restricted channel scales’cross section in the Yangtze River delta region[J].Port&Waterway Engineering,2012(12):64-67.]
[7]赵维阳,李靓亮,茆长胜,等.弯曲航道通航宽度和水流条件确定方法探讨[J].长江科学院院报,2013,30(9):37-42.[ZHAO W Y,LI L L,MAO C S,et al.Preliminary study on the calculation of navigation width and the determination of flow condition of curved waterway[J].Journal of Yangtze River Scientific Research Institute,2013,30(9):37-42.]
[8]徐元,黄志扬.长江下游南通至南京段深水航道设计通航标准研究[J].水运工程,2014(1):1-9.[XU Y,HUANG Z Y.Designed navigational standards for deepwater channel in the lower stretch of the Changjiang River between Nantong and Nanjing[J].Port&Waterway Engineering,2014(1):1-9.]
[9]仲伟斌.长江下游湖口至浏河口河段支汊航道技术等级与航道尺度研究[J].水道港口,2014,35(2):159-164.[ZHONG W B.Study on dimension and classification of tributary channel in Lower Yangtze River[J].Journal of Waterway and Harbor,2014,35(2):159-164.]
[10]童思陈,许光祥,文传平.三峡库区支流航道技术等级定级及其应用[J].重庆交通大学学报(自然科学版),2009,28(6):1112-1117.[TONG S C,XU G X,WEN C P.Preliminary study and its application of navigation grading standard planning of the tributary channel in TGP reservoir area[J].Journal of Chongqing Jiaotong University(Natural Science),2009,28(6):1112-1117.]
[11]费乐.三峡库区主要支流航道定级研究[D].重庆:重庆交通大学硕士学位论文,2012.[FEI L.Research on tirbutary channel classification of three gorges reservoir area[D].Chongqing:Master Dissertation of Chongqing Jiaotong University,2012.]
[12]中华人民共和国住房和城乡建设部.GB 50139-2014内河通航标准[S].北京:中国计划出版社,2015.[Ministry of Housing and Urban-Development of the People’s Republic China.GB50139-2014 Navigation standard of inland waterway[S].Beijing:China Planning Press,2015.]
[13]中华人民共和国交通运输部.JTS 180-4-2015长江干线通航标准[S].北京:人民交通出版社,2016.[JTS180-4-2015 Navigation standard of the trunk stream of Changjiang River[S].Beijing:China Communications Press,2016.]
[14]伍文俊,余新明.三峡水库运行后库区航道条件变化及趋势[J].武汉大学学报(工学版),2010,43(3):344-347.[WU W J,YU X M.Changes and trends of waterway in reservoir area after operation of Three Gorges Reservoir[J].Engineering Journal of Wuhan University,2010,43(3):344-347.]
[15]伍文俊,闫军,孙昭华,等.三峡工程蓄水后坝上河段航道条件变化特点分析[J].水道港口,2012,33(1):51-56.[WU W J,YAN J,SUN Z H,et al.Variation characteristics analysis of upstream sections waterway condition after water storage of the Three Gorges[J].Journal of Waterway and Harbor,2012,33(1):51-56.]
[16]饶思梁.内河航道尺度与通航能力关系研究[D].武汉:武汉理工大学硕士学位论文,2011.[RAO S L.A study on the relationship of inland waters channel dimensions and navigation capacity[D].Wuhan:Master Dissertation of Wuhan University of Technology,2011.]
[17]黄寅,刘明俊.弯曲河段通过大型船舶能力预报研究[J].武汉理工大学学报(交通科学与工程版),2012,36(2):395-398.[HUANG Y,LIU M J.Predictable research on the capacity of large vessel getting across curving river[J].Journal of Wuhan University of Technology(Transportation Science&Engineering),2012,36(2):395-398.]