首页 | 本学科首页   官方微博 | 高级检索  
     

扎龙湿地生态环境需水量安全阈值的研究
引用本文:周林飞,许士国,李青山,刘大庆.扎龙湿地生态环境需水量安全阈值的研究[J].水利学报,2007,38(7):845-851.
作者姓名:周林飞  许士国  李青山  刘大庆
作者单位:1. 大连理工大学,土木水利学院,辽宁,大连,116024
2. 水利部松辽水利委员会,吉林,长春,130021
摘    要:在湿地生态环境需水量概念内涵剖析的基础上,将生态环境需水量分为存量(蓄水量)与通量(耗水量)两个部分。提出了基于生态水面法的湿地生态环境需水量计算模型。应用该方法对扎龙湿地长序列水面面积数据进行了频率分析,再与湿地生态系统健康状况对照分析,确定生态水面系数,得出湿地生态环境需水量安全阈值。安全阈值分为:最小、中等、理想三个级别,分别计算全年月均最小存量、中等存量和理想存量;全年最小通量、中等通量和理想通量,并分别给出了逐月需水过程。分析计算结果表明,扎龙湿地生态环境需水量变化过程符合当地的自然水文变化规律。

关 键 词:扎龙湿地  湿地生态环境需水量  生态水面法  生态系统健康  存量  通量
文章编号:0559-9350(2007)07-0845-07
修稿时间:2007-01-26

Safety threshold of eco environmental water requirement in wetland
ZHOU Lin fei.Safety threshold of eco environmental water requirement in wetland[J].Journal of Hydraulic Engineering,2007,38(7):845-851.
Authors:ZHOU Lin fei
Affiliation:Dalian University of Technology, Dalian 116024, China
Abstract:According to the connotation, the eco-environmental water requirement can be divided into two parts: water storage and water consumption. A model for determining the eco-environmental water requirement based on water area method is suggested and applied to analyze the situation in Zhalong Wetland. The ecological water area coefficient is determined according to the analysis on the amount of water area in a long time series and comparison with the health situation of the eco-system. On this basis the safety threshold of eco-environmental water requirement can be obtained in terms of three grades: minimum, medium and ideal. The monthly average minimum water storage, medium water storage and ideal water storage as well as the minimum water consumption, medium water consumption and ideal water consumption are calculated. The processes of monthly water requirements are obtained accordingly. The result shows that the variation of eco-environmental water requirement accords with the natural hydrology condition in this wetland.
Keywords:Zhalong Wetland  eco-environmental water requirement  ecological water area method  health of ecosystem  water storage  water consumption
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《水利学报》浏览原始摘要信息
点击此处可从《水利学报》下载全文
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