首页 | 本学科首页   官方微博 | 高级检索  
     检索      

汉江中下游水质模拟与预测--QUAL2K模型的应用
引用本文:郭永彬,王焰新.汉江中下游水质模拟与预测--QUAL2K模型的应用[J].安全与环境工程,2003,10(1):4-7.
作者姓名:郭永彬  王焰新
作者单位:中国地质大学环境工程与水文地质系,武汉,430074
基金项目:国家自然科学基金,高等学校优秀青年教师教学科研奖励计划,49832005,,,
摘    要:南水北调中线工程计划实施后,对汉江中下游的社会经济和生态环境都将产生影响.本文运用美国环保局最新推出的QUAL2K模型,探讨了汉江中下游的水质变化趋势.QUAL2K模型进行了部分修改,以克服QUAL2E的缺陷.将QUAL2E和QUAL2K都应用到研究河流的同一河段并比较模拟结果发现,QUAL2K比QUAL2E能更好的拟合野外观测数据.水质预测为2010年,南水北调中线工程从汉江年调水145×108m3,汉江中下游水质变化情况,预测因子为BOD,结果表明:BOD在汉江中下游江段普遍升高,这说明汉江中下游的水质总体下降,最大浓度变化分别为19.8%和21.8%.

关 键 词:水质  模拟  河流  预测
文章编号:1671-1556(2003)01-0004-04
修稿时间:2002年12月6日

Hydrochemical Modeling and Prediction of the Middle and Lower Reaches of Hanjiang River: Application of QUAL2K Model
Guo Yongbin,Wang Yanxin.Hydrochemical Modeling and Prediction of the Middle and Lower Reaches of Hanjiang River: Application of QUAL2K Model[J].Safety and Environmental Engineering,2003,10(1):4-7.
Authors:Guo Yongbin  Wang Yanxin
Abstract:The central route project of transferring the Hanjiang River water to northern China will have impact on social economic development and ecological environment in the middle and lower areas of Hanjiang River basin U S Environmental Protection Agency's QUAL2K model is applied to simulate the water quality change tendency of the middle and lower reaches of Hanjiang River Several modifications were made in QUAL2K to overcome the limitation of QUAL2E Both QUAL2E and QUAL2K model are applied to the same reaches of Hangjiang River and the results are compared It is found that QUAL2K model better matches monitoring data than QUAL2E In this paper, BOD is used to predict the water quality of Hanjiang River in the year 2010, when 1 45 billion m 3 water is transferred from Hanjiang River The results show that BOD concentration will increase in the middle and lower reaches of Hanjiang River,indicating the degradation of water quality The maximum change rate of BOD concentration is 19 8% in QUAL2E model and 21 8% in QUAL2K model
Keywords:water quality  model  river  prediction
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号