论文

Analysis of Sediment Dispersal of the Huanghe (Yellow) River Mouth—A Case of Diaokouhe Lobe

Expand
  • Key Laboratory of Water Cycle and Related Land Surface Processes, Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences, Beijing 100101

Received date: 2008-04-15

  Revised date: 2008-08-11

  Online published: 2009-01-20

Abstract

The Huanghe (Yellow) River delta is characterized by retaining a high percentage of riverine sediment input.It was about 3/4 for the case of the Diaokouhe lobe over the period of 1965-1974.The rate and sediment retention index (the proportion of sediment accumulation behind the delta front) vary considerably over time.It is found that the main factor responsible for the variation in sediment accumulation rate is the change in sediment discharge of the river.The anticipated negative relationships are not statistically significant between the sediment accumulation rate in the delta and the water discharge and clay content of sediment carried by the river.It is also found that with the increase of sediment concentration of river water, the sediment retention index increases and then decreases after a certain sediment concentration.Contrary to the common sense, the sediment retention index is positively related with the mouth channel efficiency.The nonlinear relationship between the sediment retention index and sediment concentration of river water is associated with the different sediment dispersal patterns at varying sediment concentrations of river water.With the increase of sediment concentration of river water, plumes of the Huanghe River mouth change from hypopycnal plumes, through sediment-charged hyperpycnal plumes to hyper-concentrated underflows.The hypopycnal plumes and hyper-concentrated underflows tend to carry a higher portion of riverine sediment beyond the delta front.In contrast, the rapid extinction of hyperpycnal plumes leads to both fine and coarse particles they carried depositing on the delta front.The hyperpycnal plumes, which are likely to occur when the daily mean sediment concentration of river flows is in the range of 30-110 kg/m3 or so, are dominant in the plumes of the Huanghe River mouth.Also, overbank flows leave the sediment carried by them on the delta plain.These two processes result in a high portion of riverine sediment being deposited on the Huanghe River delta.They are also the causes for the close relationship of the sediment accumulation rate on the delta with the sediment discharge but the poor ones with the river discharge and grain size composition of sediment carried by the river.Moreover, the dominance of hyperpycnal plumes can be used to explain the disconnection between an unblocked mouth channel and a higher proportion of sediment escaping from the delta front because more sediment will be deposited from the hyperpycnal plumes, which are enhanced when more highly sediment-loaded flows are carried into the delta front.Since fine particles account for a low proportion in the sediment escaping from the delta front as a result of deposition of both fine and coarse particles in hyperpycnal plumes on delta front and overbank flows on delta plain, the sediment tends to deposit in a short distance.According to the bathymatric measurements in 1968 and in 1974, the amount of sediment dispersed to the sea reduced exponentially with the distance from the delta front.

Cite this article

SHI Chang-xing . Analysis of Sediment Dispersal of the Huanghe (Yellow) River Mouth—A Case of Diaokouhe Lobe[J]. SCIENTIA GEOGRAPHICA SINICA, 2009 , 29(1) : 83 -88 . DOI: 10.13249/j.cnki.sgs.2009.01.83

References

[1] Goodbred S L,Kuehl S A.Holocene and modern sediment budgets for the Ganges-Brahmaputra river system:Evidence for highstand dispersal to flood-plain,shelf,and deep-sea depocenters [J].Geology,1999,27(6):559-562.
[2] Milliman J D,Shen H T,Yang Z S,et al.Transport and deposition of river sediment in the Changjiang estuary and adjacent continental shelf [J].Continental Shelf Research,1985,4(1~2):37-45.
[3] 赵庆英,杨世伦,朱 骏.河口河槽季节性冲淤变化及其对河流来水来沙响应的统计分析——以长江口南槽为例[J].地理科学,2003,23(1):112~117.
[4] 谢鉴衡.关于黄河下游河床演变问题(上)[J].人民黄河,1957,(6):4~11.
[5] 张 仁,谢树楠.废黄河的淤积形态和黄河下游持续淤积的主要原因[J].泥沙研究,1985,(3):1~9.
[6] 师长兴,叶青超.黄河河口延伸对下游淤积影响的定量研究[J].科学通报,1996,41(15):1399~1401.
[7] 师长兴.黄河河口延伸与下游淤积关系研究中的问题分析[J].地理科学,2005,25(2):183~189.
[8] 左书华,李九发,时连强,等.基于GIS的长江河口没冒沙动态演变及稳定性分析[J].地理科学,2007,27(5):701~706.
[9] 胡小飞,潘保田,苏 怀,等.宛川河阶地的年代与下切机制[J].地理科学,2007,27(6):808~813.
[10] 许炯心.黄河下游河道泥沙存贮-释放及其临界条件[J].地理科学,2008,28(3):354~360.
[11] 师长兴,尤联元,李炳元,等.黄河三角洲沉积物自然固结压实过程及影响[J].地理科学,2003,23(2):175~181.
[12] 吉祖稳,胡春宏,曾庆华,等,运用遥感卫星照片分析黄河河口近期演变[J].泥沙研究,1994,(3):12~22.
[13] 黄河水利委员会.黄河流域地图集[M].北京:中国地图出版社,1989:45~46.
[14] 师长兴,章 典,尤联元,等.黄河口泥沙淤积估算问题和方法——以钓口河亚三角洲为例[J].地理研究,2003,22(1):49~59.
[15] 庞家珍,司书亨.黄河河口演变(II).河口水文特征及泥沙淤积分布[J].海洋与湖沼,1980,11(4):295~305.
[16] 尹学良.黄河口的河床演变[J].泥沙研究,1986,(4):13~26.
[17] 成国栋.现代黄河三角洲的演化与结构[J].海洋地质与第四纪地质,1987,7(增刊):7~18.
[18] Syvitski J P,Smith J N,Calabrese E A,et al.Basin sedimentation and the growth of prograding deltas[J].Journal of Geographical Research,1988,93c:6895-6908.
[19] 庞重光,杨作升,张 军.黄河口汛期泥沙分布特征及其对水流结构的影响[J].泥沙研究,2001,(4):47~52.
[20] Wright L D,Yang Z S,Bornhold B D,et al.Hyperpycnal plumes and plume fronts over the Huanghe(Yellow River)delta front [J].Geo-Marine Letters,1986,6:97-105.
[21] Wright L D,Wiseman W J,Bornhold B D,et al.Marine dispersal and deposition of Yellow River silts by gravity-driven underflows [J].Nature,1988,32(14):629-632.
Outlines

/