基于错峰型洪水的伊洛河交汇区水动力特性

孙东坡; 张晓雷; 陈丹; 孙羽

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基于错峰型洪水的伊洛河交汇区水动力特性

孙东坡, 张晓雷, 陈丹, 孙羽

文章导航 > 水科学进展 > 2013 > 24(6): 801-809

孙东坡, 张晓雷, 陈丹, 孙羽. 基于错峰型洪水的伊洛河交汇区水动力特性[J]. 水科学进展, 2013, 24(6): 801-809.

引用本文:

孙东坡, 张晓雷, 陈丹, 孙羽. 基于错峰型洪水的伊洛河交汇区水动力特性[J]. 水科学进展, 2013, 24(6): 801-809.

SUN Dongpo, ZHANG Xiaolei, CHEN Dan, SUN Yu. Hydrodynamic characteristics of staggering peak flows at the confluence section of Yiluo River[J]. Advances in Water Science, 2013, 24(6): 801-809.

Citation:

SUN Dongpo, ZHANG Xiaolei, CHEN Dan, SUN Yu. Hydrodynamic characteristics of staggering peak flows at the confluence section of Yiluo River[J]. Advances in Water Science, 2013, 24(6): 801-809.

基于错峰型洪水的伊洛河交汇区水动力特性

1.
华北水利水电大学, 河南郑州 450011;
2.
黄河勘测规划设计有限公司, 河南郑州 450003

基金项目: 国家自然科学基金资助项目（51039004；51079055）

详细信息

作者简介:
孙东坡（1952-），男，河南开封人，教授，硕士，主要从事河流动力学研究。E-mail：sundongpo@ncwu.edu.cn

中图分类号: TV147

Hydrodynamic characteristics of staggering peak flows at the confluence section of Yiluo River

1.
North China University of Water Resources and Electric Power, Zhengzhou 450011, China;
2.
Yellow River Engineering Consulting Co. Ltd, Zhengzhou 450003, China

Funds: The study is financially supported by the National Natural Science Foundation of China (No.51039004; No.51079055).

摘要: 采用平面二维水动力数值模拟方法，对伊洛河交汇区河段的错峰洪水特性进行了系统分析，讨论了洪水水位、流态及两支流的相互影响，结果表明：数值模拟成果与实测数据有很好的一致性。研究发现：交汇区流场呈现马鞍形水面形态，并随流量增大向下游推进；错峰洪水过程中强势支流产生的漫滩水流对弱势支流形成壅堵，交汇区水动力要素与流态均与强、弱支流流量比有明显的关联性，交汇点下游的螺旋流结构与转向受当时强势支流控制；错峰洪水使交汇区水位随时间变化呈现三段式二次曲线特征，在两洪峰期间交汇区保持高水位的时间比单峰或同峰长5~7倍；错峰洪水使交汇区洪水位与流量形成特殊的Y型曲线关系，在两个洪峰点附近，水位与汇流比的对应关系出现前、后两个拐点。
- 水动力特性 /
- 伊洛河交汇区 /
- 错峰洪水 /
- 水面形态 /
- 强弱支流流量比 /
- Y型曲线
Abstract: The hydrodynamic characteristics of staggering peak flows at the Y-shaped confluence of Yiluo River are systemically investigated for the planning and design of a flood-prevention project. A two-dimensional hydrodynamic model is applied to the Y-shaped confluence to simulate staggering peak flows. The hydrodynamic characteristics of staggering peak flows can thus be analyzed including water levels and flow patterns, as well as the interaction of two tributary flows. Results show that model simulations agree well with observations. The surface-water flow pattern in the confluence section shows a saddle-shaped surface moving downstream with an increase in discharge.The overbank flow caused by the stronger tributary flow can obstruct the weaker one during the course of staggering peak flows. The hydrodynamic characteristics in the confluence section are significantly associated with the ratio of stronger tributary flow to the weaker one. The structure and direction of rotation of spiral induced flow downstream of the confluent point are determined by the stronger tributary flow. The variation of water level with time exhibits a quadratic curve with three line segments during the course of staggering peak flows, and the duration of high water levels can be 5 to 7 times longer than that occurred during the course of a single peak flow or a single flow with the equivalent peak value. The stage-discharge relation graph can be fitted with a forked curved line. The latter has two inflection points in the vicinity of the two flood peaks.
- hydrodynamic characteristics /
- confluence section of Yiluo River /
- staggering peak flow /
- surface-water flow pattern /
- discharge ratio of stronger flow to weaker one /
- Y-shaped line

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基于错峰型洪水的伊洛河交汇区水动力特性

1. 华北水利水电大学, 河南郑州 450011;

2. 黄河勘测规划设计有限公司, 河南郑州 450003

基金项目: 国家自然科学基金资助项目（51039004；51079055）

作者简介:
孙东坡（1952-），男，河南开封人，教授，硕士，主要从事河流动力学研究。E-mail：sundongpo@ncwu.edu.cn

收稿日期: 2012-11-25
刊出日期: 2013-11-25

中图分类号: TV147

关键词:

摘要: 采用平面二维水动力数值模拟方法，对伊洛河交汇区河段的错峰洪水特性进行了系统分析，讨论了洪水水位、流态及两支流的相互影响，结果表明：数值模拟成果与实测数据有很好的一致性。研究发现：交汇区流场呈现马鞍形水面形态，并随流量增大向下游推进；错峰洪水过程中强势支流产生的漫滩水流对弱势支流形成壅堵，交汇区水动力要素与流态均与强、弱支流流量比有明显的关联性，交汇点下游的螺旋流结构与转向受当时强势支流控制；错峰洪水使交汇区水位随时间变化呈现三段式二次曲线特征，在两洪峰期间交汇区保持高水位的时间比单峰或同峰长5~7倍；错峰洪水使交汇区洪水位与流量形成特殊的Y型曲线关系，在两个洪峰点附近，水位与汇流比的对应关系出现前、后两个拐点。

English Abstract

Hydrodynamic characteristics of staggering peak flows at the confluence section of Yiluo River

1. North China University of Water Resources and Electric Power, Zhengzhou 450011, China;

2. Yellow River Engineering Consulting Co. Ltd, Zhengzhou 450003, China

Funds: The study is financially supported by the National Natural Science Foundation of China (No.51039004; No.51079055).

Received Date: 2012-11-25
Publish Date: 2013-11-25

Keywords:

Abstract: The hydrodynamic characteristics of staggering peak flows at the Y-shaped confluence of Yiluo River are systemically investigated for the planning and design of a flood-prevention project. A two-dimensional hydrodynamic model is applied to the Y-shaped confluence to simulate staggering peak flows. The hydrodynamic characteristics of staggering peak flows can thus be analyzed including water levels and flow patterns, as well as the interaction of two tributary flows. Results show that model simulations agree well with observations. The surface-water flow pattern in the confluence section shows a saddle-shaped surface moving downstream with an increase in discharge.The overbank flow caused by the stronger tributary flow can obstruct the weaker one during the course of staggering peak flows. The hydrodynamic characteristics in the confluence section are significantly associated with the ratio of stronger tributary flow to the weaker one. The structure and direction of rotation of spiral induced flow downstream of the confluent point are determined by the stronger tributary flow. The variation of water level with time exhibits a quadratic curve with three line segments during the course of staggering peak flows, and the duration of high water levels can be 5 to 7 times longer than that occurred during the course of a single peak flow or a single flow with the equivalent peak value. The stage-discharge relation graph can be fitted with a forked curved line. The latter has two inflection points in the vicinity of the two flood peaks.

孙东坡, 张晓雷, 陈丹, 孙羽. 基于错峰型洪水的伊洛河交汇区水动力特性[J]. 水科学进展, 2013, 24(6): 801-809.

引用本文:

孙东坡, 张晓雷, 陈丹, 孙羽. 基于错峰型洪水的伊洛河交汇区水动力特性[J]. 水科学进展, 2013, 24(6): 801-809.

SUN Dongpo, ZHANG Xiaolei, CHEN Dan, SUN Yu. Hydrodynamic characteristics of staggering peak flows at the confluence section of Yiluo River[J]. Advances in Water Science, 2013, 24(6): 801-809.

Citation:

SUN Dongpo, ZHANG Xiaolei, CHEN Dan, SUN Yu. Hydrodynamic characteristics of staggering peak flows at the confluence section of Yiluo River[J]. Advances in Water Science, 2013, 24(6): 801-809.

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基于错峰型洪水的伊洛河交汇区水动力特性

作者简介: 孙东坡（1952-），男，河南开封人，教授，硕士，主要从事河流动力学研究。E-mail：sundongpo@ncwu.edu.cn

Hydrodynamic characteristics of staggering peak flows at the confluence section of Yiluo River

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出版历程

基于错峰型洪水的伊洛河交汇区水动力特性

1. 华北水利水电大学, 河南郑州 450011; 2. 黄河勘测规划设计有限公司, 河南郑州 450003

作者简介: 孙东坡（1952-），男，河南开封人，教授，硕士，主要从事河流动力学研究。E-mail：sundongpo@ncwu.edu.cn

English Abstract

Hydrodynamic characteristics of staggering peak flows at the confluence section of Yiluo River

1. North China University of Water Resources and Electric Power, Zhengzhou 450011, China; 2. Yellow River Engineering Consulting Co. Ltd, Zhengzhou 450003, China

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作者简介:
孙东坡（1952-），男，河南开封人，教授，硕士，主要从事河流动力学研究。E-mail：sundongpo@ncwu.edu.cn

1. 华北水利水电大学, 河南郑州 450011;

2. 黄河勘测规划设计有限公司, 河南郑州 450003

作者简介:
孙东坡（1952-），男，河南开封人，教授，硕士，主要从事河流动力学研究。E-mail：sundongpo@ncwu.edu.cn

1. North China University of Water Resources and Electric Power, Zhengzhou 450011, China;

2. Yellow River Engineering Consulting Co. Ltd, Zhengzhou 450003, China