人民长江
人民長江
인민장강
Yangtze River
2015年
22期
1-6
,共6页
周子然%邓兵%王雨春%汪福顺%党承华
週子然%鄧兵%王雨春%汪福順%黨承華
주자연%산병%왕우춘%왕복순%당승화
干支流界面%水体交换%朱衣河%三峡库区
榦支流界麵%水體交換%硃衣河%三峽庫區
간지류계면%수체교환%주의하%삼협고구
interface of tributary and mainstream%water exchange%Three Gorges Reservoir%Zhuyi River
通过对三峡库区中部典型支流朱衣河与干流界面水动力参数、河口流场强度与特征的分析,计算了干支流水体交换通量,进而探讨水库运行各个时期干支流水体交换情况及其对库区水环境的影响。结果表明,朱衣河河口水体具有双向流动特性,水库运行各个时期干支流交界面进出水体分布不同,流速差异显著;不同季节与水库运行期河口流场相应表现出上下分层、左右分布,以及进出流量差异显著等特征;尽管朱衣河河口净流量较小(全年大部分时期小于100 m3/s),然而双向水流结构的存在致使水体有效交换量相对显著(约为净流量的5~10倍)。根据朱衣河实测数据及相关资料,初步推算了库区干流水体参与干支流水体交换的比例,得出全年平均交换率为204%,1月份最高,达343%。
通過對三峽庫區中部典型支流硃衣河與榦流界麵水動力參數、河口流場彊度與特徵的分析,計算瞭榦支流水體交換通量,進而探討水庫運行各箇時期榦支流水體交換情況及其對庫區水環境的影響。結果錶明,硃衣河河口水體具有雙嚮流動特性,水庫運行各箇時期榦支流交界麵進齣水體分佈不同,流速差異顯著;不同季節與水庫運行期河口流場相應錶現齣上下分層、左右分佈,以及進齣流量差異顯著等特徵;儘管硃衣河河口淨流量較小(全年大部分時期小于100 m3/s),然而雙嚮水流結構的存在緻使水體有效交換量相對顯著(約為淨流量的5~10倍)。根據硃衣河實測數據及相關資料,初步推算瞭庫區榦流水體參與榦支流水體交換的比例,得齣全年平均交換率為204%,1月份最高,達343%。
통과대삼협고구중부전형지류주의하여간류계면수동력삼수、하구류장강도여특정적분석,계산료간지류수체교환통량,진이탐토수고운행각개시기간지류수체교환정황급기대고구수배경적영향。결과표명,주의하하구수체구유쌍향류동특성,수고운행각개시기간지류교계면진출수체분포불동,류속차이현저;불동계절여수고운행기하구류장상응표현출상하분층、좌우분포,이급진출류량차이현저등특정;진관주의하하구정류량교소(전년대부분시기소우100 m3/s),연이쌍향수류결구적존재치사수체유효교환량상대현저(약위정류량적5~10배)。근거주의하실측수거급상관자료,초보추산료고구간류수체삼여간지류수체교환적비례,득출전년평균교환솔위204%,1월빈최고,체343%。
Through analyzing the hydrodynamic parameters, the intensity and characteristics of the estuarine flow field at the interface of the mainstream and the tributary of Zhuyi River, a typical tributary in the central area of Three Gorges Reservoir, the flux of water exchange between the mainstream and tributary is calculated. On the basis of the calculation results, the water ex-change in different impoundment periods and the influences on the water environment of the reservoir are discussed. The results show that the flow at Zhuyi estuary is bidirectional;the distribution patterns of the inward and outward flow varies in different pe-riods and so does the flow velocity;the estuary flow features in layered distribution and left-and-right distribution with signifi-cant difference between inflow and outflow flux;despite the small net water flux, mostly below 100 m3/s, the effective water ex-change volume ( about 5 to 10 times of the net flux) is relatively significant due to bidirectional flow structure . According to the measured data and the related information, the proportion of mainstream participating in the water exchange is estimated prelimi-narily. The annual average proportion is 204 % with the highest of 343 % in January.