吉林水利
吉林水利
길림수리
JI LIN WATER RESOURCES
2014年
9期
40-43
,共4页
浑江流域%通化段%最大 (小) 生态需水%适宜生态需水
渾江流域%通化段%最大 (小) 生態需水%適宜生態需水
혼강류역%통화단%최대 (소) 생태수수%괄의생태수수
Hunjiang River Catchment%Tonghua Segment%minium (maximum) ecological water demand%optimal ecological water demand
随着社会经济的发展,人与自然的冲突加剧,生态环境问题日益突出,水与生态系统研究成为普遍关注的热点。以浑江通化段为例,基于通化站2008~2012年5a实测逐日流量资料,运用次最小(大)值、频率排位法和四种适宜生态径流计算方法分别计算研究区河道逐月最小(大)生态需水量和适宜生态需水量,并采用Tennant法对计算结果进行评价和对比。结果表明,次最小值法适合研究区最小生态需水计算,频率配位法适合研究区最大生态需水量的计算,改进后的适宜生态径流计算结果更适合适宜生态需水计算。
隨著社會經濟的髮展,人與自然的遲突加劇,生態環境問題日益突齣,水與生態繫統研究成為普遍關註的熱點。以渾江通化段為例,基于通化站2008~2012年5a實測逐日流量資料,運用次最小(大)值、頻率排位法和四種適宜生態徑流計算方法分彆計算研究區河道逐月最小(大)生態需水量和適宜生態需水量,併採用Tennant法對計算結果進行評價和對比。結果錶明,次最小值法適閤研究區最小生態需水計算,頻率配位法適閤研究區最大生態需水量的計算,改進後的適宜生態徑流計算結果更適閤適宜生態需水計算。
수착사회경제적발전,인여자연적충돌가극,생태배경문제일익돌출,수여생태계통연구성위보편관주적열점。이혼강통화단위례,기우통화참2008~2012년5a실측축일류량자료,운용차최소(대)치、빈솔배위법화사충괄의생태경류계산방법분별계산연구구하도축월최소(대)생태수수량화괄의생태수수량,병채용Tennant법대계산결과진행평개화대비。결과표명,차최소치법괄합연구구최소생태수수계산,빈솔배위법괄합연구구최대생태수수량적계산,개진후적괄의생태경류계산결과경괄합괄의생태수수계산。
The contradiction between human being and nature has become increased with the rapid social and economic development,which make the study of ecosystem and water resource more and more important.We took the Tonghua Segment of Hunjiang river as an example,using second minium (maximum) value method, frequency ranging method and four kinds of optimal ecological runoff calculation method ,so as to compute the minium and monthly ecological flow based on the daily observed runoff data from 2008-2012.Meanwhile ,the Tennant method is applied to evaluate the calculation results.The results indicates that the frequency ranking method is more appropriate for study of maximum ecological water demand;second minium (maximum) value method fits the minimum ecological water demand best;optimal monthly ecological water demand with adjusted assurance for different season has good evaluation effect.