黄河下游花园口河段洪水涨落过程中河床横断面形态的调整

张欧阳; 许炯心; 张红武

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黄河下游花园口河段洪水涨落过程中河床横断面形态的调整

张欧阳, 许炯心, 张红武

文章导航 > 水科学进展 > 2003 > 14(4): 401-406

张欧阳, 许炯心, 张红武. 黄河下游花园口河段洪水涨落过程中河床横断面形态的调整[J]. 水科学进展, 2003, 14(4): 401-406.

引用本文:

张欧阳, 许炯心, 张红武. 黄河下游花园口河段洪水涨落过程中河床横断面形态的调整[J]. 水科学进展, 2003, 14(4): 401-406.

ZHANG Ou-yang, XU Jiong-xin, ZHANG Hong-wu. Channel deformation at the wandering-braided reaches of the lower Yellow River at rising and falling stages during the period of flood events[J]. Advances in Water Science, 2003, 14(4): 401-406.

Citation:

黄河下游花园口河段洪水涨落过程中河床横断面形态的调整

1.
清华大学水利水电工程系, 北京, 100084;
2.
长沙交通学院, 湖南, 长沙, 410076;
3.
中国科学院地理科学与资源研究所, 北京, 100101

基金项目: 国家自然科学基金资助项目(49971014;40201008);国家重点基础研究发展规划(973)资助项目(G19990436)

详细信息

作者简介:
张欧阳(1971- ),男(土家族),重庆酉阳人,清华大学博士后,主要从事河流地貌及河流模型试验研究.E-mail:oyzhang71@sina.com;zhangouy@mail.tsinghua.edu.cn

中图分类号: TV122.5;TV147.2

Channel deformation at the wandering-braided reaches of the lower Yellow River at rising and falling stages during the period of flood events

1.
Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China;
2.
River and Sea Department, Changsha Communication University, Changsha 410076, China;
3.
Institute of Geographic Sciences and Natural Resources Research, CAS, Beijing 100101, China

Funds: The project is supported by National Natural Science Foundation of China(No.49971014 and No.40201008).

摘要: 利用黄河下游1950-1985年间218场洪水资料,讨论了黄河下游花园口河段洪水起涨和回落过程中河床形态调整的不同过程.在洪水起涨阶段,花园口河段河床宽深比以增大为主,且洪水最大含沙量越大,宽深比增大的幅度越大,洪峰增幅比在3以下时,宽深比随最大含沙量的增大而增大,洪峰增幅比在3以上时,呈随含沙量的增大而减小的趋势.在洪水回落阶段,宽深比的变化方向则相反.在含沙量较小时,河床宽深比的减小主要发生在洪水起涨阶段,在含沙量很大时,河床宽深比的减小主要发生在洪水回落阶段.
- 河床形态调整 /
- 洪水涨落过程 /
- 黄河下游 /
- 花园口河段
Abstract: Based on the 218 flood events data of the lower Yellow River from 1950 to 1985,different channel transverse adjustment at Huayuankou reaches of the lower Yellow River at rising and falling stages during flood events are distinguished.At the rising stage,the width to depth ratio at Huayuankou reaches exhibits the tendency of generally increasing.The higher the maximum sediment concentration of the flood events,the larger the width to depth ratio.When the flood peak-increasing ratio is lower than 3,the width to depth ratio is in direct rat io to it.When it is higher than 3,the width to depth ratio is in inverse ratio to it.At the falling stage,the situation is just on the contrary When the maximum sediment concentration of the flood events is lower than 15 kg/m³ or higher than 300 kg/m³,the width to depth ratio is in net decrease.When the flood peak-increasing ratio is higher than 3,the width to depth ratio of the most flood events will decrease.The deformation of the channel during flood events is firmly related to sediment concentration.When the sediment concentration of the flood events is low,the decrease of the width to depth rat io is mainly at rising stage.When the sediment concentration of the flood events is high,the decrease of the width to depth ratio is mainly at falling stage.
- riverbed form adjustment /
- rising and falling stages of flood events /
- the lower Yellow River /
- Huayuankou reach

[1]	Leopold L B,Wolman M G,Miller J P.Fluvial processes in geomorphology[M].San Francisco:W H Freeman and Company,1964.522.
[2]	Baker Victor R,Kochel R Craig.Flood sedimentation in bedrock fluvial systems[A].in:Baker,Victor R,Kochel,R Craig & Patton,Peter C,Flood geomorphology[C].New York:John Wiley & Sons,1988.123-137.
[3]	Leopold L B,Maddok T Jr.The hydraulic geometry of stream channels and some physiographic implications[J].United states Geological Survey,Professional paper,1953,252:1-57.
[4]	钱意颖,叶青超,周文浩.黄河干流水沙变化与河床演变[M].北京:中国建材工业出版社,1993.230.
[5]	钱宁,王可钦,阎林德,等.黄河中游粗泥沙来源区对黄河下游冲淤的影响[A].第一次河流泥沙国际学术讨论会论文集[C].北京:光华出版社,1980.53-62.
[6]	许炯心.黄河上中游产水产沙系统与下游河道沉积系统的耦合关系[J].地理学报,1997,52(5):421-429.
[7]	申冠卿.黄河不同来源区洪水粗细泥沙的沿程调整[J].人民黄河,1996,18(9):48-49.
[8]	尹学良,陈金荣.黄河下游的河性[J].地理学报,1992,47(3):193-207.
[9]	张仁,谢树楠,宋根培,等.黄河下游河相关系[A].黄河流域环境演变与水沙运行规律研究文集(第3集)[C].北京:地质出版社,1992.104-111.
[10]	赵业安,周文浩,费祥俊,等.黄河下游河道演变基本规律[M].郑州:黄河水利出版社,1998.8-61.
[11]	孙东坡.黄河下游游荡性河段高含沙洪水期的河势演变[J].人民黄河,1996,18(10):34-36.
[12]	江恩惠,张红武,赵连军,等.高含沙洪水造床规律及河相关系研究[J].人民黄河,1999,21(1):12-14.

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黄河下游花园口河段洪水涨落过程中河床横断面形态的调整

1. 清华大学水利水电工程系, 北京, 100084;

2. 长沙交通学院, 湖南, 长沙, 410076;

3. 中国科学院地理科学与资源研究所, 北京, 100101

基金项目: 国家自然科学基金资助项目(49971014;40201008);国家重点基础研究发展规划(973)资助项目(G19990436)

作者简介:
张欧阳(1971- ),男(土家族),重庆酉阳人,清华大学博士后,主要从事河流地貌及河流模型试验研究.E-mail:oyzhang71@sina.com;zhangouy@mail.tsinghua.edu.cn

收稿日期: 2002-04-29
修回日期: 2002-07-30
刊出日期: 2003-07-25

中图分类号: TV122.5;TV147.2

关键词:

摘要: 利用黄河下游1950-1985年间218场洪水资料,讨论了黄河下游花园口河段洪水起涨和回落过程中河床形态调整的不同过程.在洪水起涨阶段,花园口河段河床宽深比以增大为主,且洪水最大含沙量越大,宽深比增大的幅度越大,洪峰增幅比在3以下时,宽深比随最大含沙量的增大而增大,洪峰增幅比在3以上时,呈随含沙量的增大而减小的趋势.在洪水回落阶段,宽深比的变化方向则相反.在含沙量较小时,河床宽深比的减小主要发生在洪水起涨阶段,在含沙量很大时,河床宽深比的减小主要发生在洪水回落阶段.

English Abstract

Channel deformation at the wandering-braided reaches of the lower Yellow River at rising and falling stages during the period of flood events

1. Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China;

2. River and Sea Department, Changsha Communication University, Changsha 410076, China;

3. Institute of Geographic Sciences and Natural Resources Research, CAS, Beijing 100101, China

Funds: The project is supported by National Natural Science Foundation of China(No.49971014 and No.40201008).

Received Date: 2002-04-29
Rev Recd Date: 2002-07-30
Publish Date: 2003-07-25

Keywords:

riverbed form adjustment /
rising and falling stages of flood events /
the lower Yellow River /
Huayuankou reach

Abstract: Based on the 218 flood events data of the lower Yellow River from 1950 to 1985,different channel transverse adjustment at Huayuankou reaches of the lower Yellow River at rising and falling stages during flood events are distinguished.At the rising stage,the width to depth ratio at Huayuankou reaches exhibits the tendency of generally increasing.The higher the maximum sediment concentration of the flood events,the larger the width to depth ratio.When the flood peak-increasing ratio is lower than 3,the width to depth ratio is in direct rat io to it.When it is higher than 3,the width to depth ratio is in inverse ratio to it.At the falling stage,the situation is just on the contrary When the maximum sediment concentration of the flood events is lower than 15 kg/m³ or higher than 300 kg/m³,the width to depth ratio is in net decrease.When the flood peak-increasing ratio is higher than 3,the width to depth ratio of the most flood events will decrease.The deformation of the channel during flood events is firmly related to sediment concentration.When the sediment concentration of the flood events is low,the decrease of the width to depth rat io is mainly at rising stage.When the sediment concentration of the flood events is high,the decrease of the width to depth ratio is mainly at falling stage.

张欧阳, 许炯心, 张红武. 黄河下游花园口河段洪水涨落过程中河床横断面形态的调整[J]. 水科学进展, 2003, 14(4): 401-406.

引用本文:

张欧阳, 许炯心, 张红武. 黄河下游花园口河段洪水涨落过程中河床横断面形态的调整[J]. 水科学进展, 2003, 14(4): 401-406.

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黄河下游花园口河段洪水涨落过程中河床横断面形态的调整

作者简介: 张欧阳(1971- ),男(土家族),重庆酉阳人,清华大学博士后,主要从事河流地貌及河流模型试验研究.E-mail:oyzhang71@sina.com;zhangouy@mail.tsinghua.edu.cn

Channel deformation at the wandering-braided reaches of the lower Yellow River at rising and falling stages during the period of flood events

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黄河下游花园口河段洪水涨落过程中河床横断面形态的调整

1. 清华大学水利水电工程系, 北京, 100084; 2. 长沙交通学院, 湖南, 长沙, 410076; 3. 中国科学院地理科学与资源研究所, 北京, 100101

作者简介: 张欧阳(1971- ),男(土家族),重庆酉阳人,清华大学博士后,主要从事河流地貌及河流模型试验研究.E-mail:oyzhang71@sina.com;zhangouy@mail.tsinghua.edu.cn

English Abstract

Channel deformation at the wandering-braided reaches of the lower Yellow River at rising and falling stages during the period of flood events

1. Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China; 2. River and Sea Department, Changsha Communication University, Changsha 410076, China; 3. Institute of Geographic Sciences and Natural Resources Research, CAS, Beijing 100101, China

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作者简介:
张欧阳(1971- ),男(土家族),重庆酉阳人,清华大学博士后,主要从事河流地貌及河流模型试验研究.E-mail:oyzhang71@sina.com;zhangouy@mail.tsinghua.edu.cn

1. 清华大学水利水电工程系, 北京, 100084;

2. 长沙交通学院, 湖南, 长沙, 410076;

3. 中国科学院地理科学与资源研究所, 北京, 100101

作者简介:
张欧阳(1971- ),男(土家族),重庆酉阳人,清华大学博士后,主要从事河流地貌及河流模型试验研究.E-mail:oyzhang71@sina.com;zhangouy@mail.tsinghua.edu.cn

1. Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China;

2. River and Sea Department, Changsha Communication University, Changsha 410076, China;

3. Institute of Geographic Sciences and Natural Resources Research, CAS, Beijing 100101, China