1. 西安理工大学 陕西省西北旱区生态水利工程重点实验室,陕西,西安,710048
2. 山西中部引黄水务开发有限公司,山西,太原,030012
3. 山西水利职业技术学院 水利工程系,山西,运城,044004
纸质出版:2014
移动端阅览
李娟, 冯民权, 刘淑文. 汾河入黄口水流特性与污染物扩散模拟[J]. 水土保持通报, 2014,33(6):189-192.
LI Juan, FENG Min-quan, LIU Shu-wen. Simulation on Water Flow Characteristics and Pollutant Diffusion at Estuary of Fenhe River into Yellow River[J]. Bulletin of Soiland Water Conservation, 2014, 33(6): 189-192.
李娟, 冯民权, 刘淑文. 汾河入黄口水流特性与污染物扩散模拟[J]. 水土保持通报, 2014,33(6):189-192. DOI: 10.13961/j.cnki.stbctb.2014.06.041.
LI Juan, FENG Min-quan, LIU Shu-wen. Simulation on Water Flow Characteristics and Pollutant Diffusion at Estuary of Fenhe River into Yellow River[J]. Bulletin of Soiland Water Conservation, 2014, 33(6): 189-192. DOI: 10.13961/j.cnki.stbctb.2014.06.041.
为探讨交汇口污染物入河后的迁移转化规律
对汾河入黄口水流特性与污染带(化学需氧量
COD)分布进行了模拟。根据黄淤59-60断面之间实测高程值
利用插值法补充地形
并采用非结构网格划分地形。建立二维水动力水质模型
采用交替方向隐式迭代法(ADI)对水流连续性及动量守恒方程进行积分。结果表明
模型验证结果与实测资料吻合较好
用此模型对50%
75%
90%频率年汾河入黄口处进行模拟
得到了入黄口处的流速分布和污染物浓度分布结果。随着水文频率年的增大
形成的河口滩面积减小
且分别经过2.35
3.00
4.20 km的距离后COD值才能达标。
Water flow characteristics and distribution of polluted belt of chemical oxygen demand(COD) at estuary of Fenhe River into the Yellow River were simulated to discuss its migration and transformation law. According to the measured elevation values of section 59-60
interpolation method was used to supplement the terrain data and unstructured grid was used to divide the terrain. A two-dimensional hydrodynamic and water quality model was established
and alternating direction implicit method(ADI) was adopted to give an integral of the flow's continuity and momentum conservation equation. The result showed a high match between the simulation and the actual measurement. In addition
the velocity distribution and contaminant concentration distribution were given by simulation of COD in 50%
75%
90% hydrologic year types in the estuary of Fenhe River into the Yellow River. Moreover
as the increase of hydrologic frequency years
the area of river mouth beach formed was reduced
and the COD value reached the standard over the distance of 2.35
3.00
4.20 km.
冯镜洁,李然,王协康,等.河流交汇分离区特性研究[J].水动力学研究与进展(A辑),2009,24(3):320-325.
李霞,侯极.入汇角60°时入汇口泥沙淤积试验研究[J].水电能源科学,2011,29(8):75-77.
刘明.辽河口污染物扩散数值模拟及总量控制研究[D].辽宁大连:大连海事大学,2006.
Isabel C A, Adriano A B, Pedro M D. Influence of river discharge patterns on the hydrodynamics and potential contaminant dispersion in the Douro estuary(Portugal)[J]. Water Research, 2010,44(3):3133-3146.
Sandy M Y N, Onyx W H W. Integration of a GIS and a complex three-dimensional hydrodynamic, sediment and heavy metal transport numerical model[J]. Advances in Engineering Software, 2009,40(6):391-401.
韩龙喜,易路,刘军英,等.连云港近岸海域污染物输移规律[J].河海大学学报:自然科学版,2011,39(3):248-253.
王昆,王年斌.辽东湾海域水体污染物输运的数值模拟[J].水动力学研究与进展(A辑),2010,25(4):493-498.
徐明德.黄海南部近岸海域水动力特性及污染物输移扩散规律研究[D].上海:同济大学,2006.
万清华.瓯江平面二维水量-水质耦合模型研究及应用[D].江苏南京:河海大学,2007.
Xing Xiaopeng, Hou Jianhua, Feng Minquan, et al. Research on Flow and Pollutant Diffusion at the Fen River Entrance into Yellow River[C]//Computer and Management(CAMAN), 2011 International Conference on IEEE, 2011:1-4.
0
浏览量
1364
下载量
0
CSCD
关联资源
相关文章
相关作者
相关机构
京公网安备11010802024621