期刊文献+

长江下游南京河段马汊河口航道流态及泥沙淤积特性研究 被引量:1

Study on flow pattern and characteristics of sediment deposition in Nanjing Macha river mouth of the lower Yangtze River
在线阅读 下载PDF
导出
摘要 选择南京八卦洲河段马汊河入江口门,建立二维潮流、泥沙数学模型,对入江口门航道流态、水流泥沙运动特征以及口门泥沙淤积特性进行研究。结果表明,中、洪水条件下,八卦洲河段内不存在涨潮流,但口门内仍然存在往复流。河床冲淤变形计算结果表明,口门向内泥沙淤积呈由大到小的分布规律,口门回流区淤积厚度最大。不同水文特征年泥沙淤积程度不同,随淤积历时增长,泥沙逐年淤积量略有减少,且淤积泥沙由口门逐渐向航道推进。 Taking the Nanjing Macha river mouth of the lower Yangtze River as an example,a two-dimensional flow and sediment mathematical model was established to study the flow pattern and characteristics of sediment deposition.The results show that there is no existence of flood current in Nanjing Baguazhou reach, but there still exists reversing tidal current inside the Macha river under the condition of flood.The calculated results of river bed deformation indicate that the deposition in Macha river mouth is more serious than that inside the Macha river,and the maximum thickness of deposition is in the recirculation region.The deposition thickness is different in different hydrological years,and the sediment deposition decreases with the increase of silting duration.
出处 《水道港口》 2010年第5期496-500,共5页 Journal of Waterway and Harbor
关键词 流态 淤积特性 南京河段 马汊河口 flow pattern characteristic of sediment deposition Nanjing reach Macha river mouth
  • 相关文献

参考文献8

  • 1张幸农,陈长英.南京人江口门航道流态及演变分析[R].南京:南京水利科学研究院,2009.
  • 2张幸农,吴济难.张家港二线船闸下游引航道泥沙淤积及其口门布置型式的分析研究[R].南京:南京水利科学研究院,1997.
  • 3张幸农,杨红,孙波.感潮河段支流引航道泥沙淤积的研究[R].南京:南京水利科学研究院,2000.
  • 4张幸农,陈长英.张家港船闸扩建工程下游引航道泥沙淤积计算分析[R]南京:南京水利科学研究院,2004.
  • 5刘青泉.盲肠回流的水流运动特性[J].水动力学研究与进展(A辑),1995,10(3):290-301. 被引量:16
  • 6岳建平.港渠口门回流淤积概化模型试验和研究[J].泥沙研究,1986,(2).
  • 7刘青泉.盲肠河段口门掺混区的泥沙扩散[J].泥沙研究,1995,21(2):11-21. 被引量:14
  • 8林健,窦国仁,马麟卿.潮汐河口挖入式港池淤积研究[J].水利水运科学研究,1996(2):95-102. 被引量:10

二级参考文献3

  • 1岳建平.港渠口门回流淤积概化模型试验和研究[J]泥沙研究,1986(02).
  • 2岳建平.港渠口门回流淤积概化模型试验和研究[J]泥沙研究,1986(02).
  • 3窦国仁.潮汐水流中的悬沙运动及冲淤计算[J]水利学报,1963(04).

共引文献34

同被引文献18

  • 1万清黎,王琼生,黄群增,王世铭.膨润土-壳聚糖复合吸附剂处理水中Cr(Ⅵ)的研究[J].工业用水与废水,2006,37(1):44-47. 被引量:19
  • 2Wang J., Yang N. Partial nitrification under limited dissolved oxygen conditions[ J].ProcessBiochemistry,2004,39:1223-1229.
  • 3Wett B., Rauch W. The role of inorganic carbon limitation in biological nitrogen removal of extremely ammonia concentrated wastewater[ J ]. Water Research, 2003,37:1100-1110.
  • 4Noophan P., Sripiboon S., Damrongsri M., et al. Anaerobic am monium oxidation by Nitrosomonas spp. and anammox bacteria in a sequencing batch reactor[ J ]. Journal of Environmental Management, 2009,90 (2) : 967-972.
  • 5Janus H.M. ,van der Roest H.F. Do not reject the idea of treating reject water [ J ]. Water Science and Technology, 1997,35 (10) : 27-34.
  • 6Liao P.H., Chen A., Lo K.V. Removal of nitrogen from swine manure wastewaters by ammonia stripping [ J ]. Bioresource Technology, 1995,54 : 17-20.
  • 7Lei X., Sugiura N., Feng C., et al. Pretreatment of anaerobic digestion effluent with ammonia stripping and biogas purifica- tion [ J ]. Journal of Hazardous Materials, 2007,145 : 391-397.
  • 8Srinath E.G, Loehr R.C. Ammonia desorption by diffused aeration[ J ]. Research Journal of Water Pollution, Control Federation, 1974,46: 1939-1957.
  • 9H e S., Zhang Y., Yang M, et al. Repeated use of MAP de- composition residues for the removal of high ammonium con- centration from landfill leachate [ J ]. Chemosphere, 2007,66: 2233-2238.
  • 10Li X.Z.,Zhao Q.L.Recovery of ammonium nitrogen from landfill leachate as a muhi-nutrient fertilizer[J]. Ecological Engineering, 2003,20 : 171-181.

引证文献1

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部