人民长江
人民長江
인민장강
YANGTZE RIVER
2014年
13期
14-16,21
,共4页
水深平均模型%流态%水动力特性%导流墙%纠偏效果%三汊河河口闸
水深平均模型%流態%水動力特性%導流牆%糾偏效果%三汊河河口閘
수심평균모형%류태%수동력특성%도류장%규편효과%삼차하하구갑
model of average depth%flow pattern%hydrodynamic characteristics%guide wall%improvement effect%Sanchahe sluice
针对三汊河河口闸水流偏右侧的不利流态,为寻找改善水流流态的工程措施,采用大范围水深平均二维数学模型,对过闸水流流态进行了模拟研究。在难以改变现有地形的情况下,提出在闸前布置导流墙的工程措施,采用闸前左右岸流速比、水位差以及左右闸孔过流流量占比等参数作为改善效果的评价指标。结果表明,在合适墙长与墙体角度下,导流墙可起到明显的流态改善效果。
針對三汊河河口閘水流偏右側的不利流態,為尋找改善水流流態的工程措施,採用大範圍水深平均二維數學模型,對過閘水流流態進行瞭模擬研究。在難以改變現有地形的情況下,提齣在閘前佈置導流牆的工程措施,採用閘前左右岸流速比、水位差以及左右閘孔過流流量佔比等參數作為改善效果的評價指標。結果錶明,在閤適牆長與牆體角度下,導流牆可起到明顯的流態改善效果。
침대삼차하하구갑수류편우측적불리류태,위심조개선수류류태적공정조시,채용대범위수심평균이유수학모형,대과갑수류류태진행료모의연구。재난이개변현유지형적정황하,제출재갑전포치도류장적공정조시,채용갑전좌우안류속비、수위차이급좌우갑공과류류량점비등삼수작위개선효과적평개지표。결과표명,재합괄장장여장체각도하,도류장가기도명현적류태개선효과。
The flow passing Sanchahe sluice is deviated to the right side, causing unfavorable flow pattern, so engineering measures should be adopted to improve the flow pattern. With the establishment of a wide ranged 2D mathematical model of aver-age depth, the flow pattern was studied. It is difficult to change the existing topography, so a guide wall arranged at the front of the sluice is put forward. The parameters, such as the ratio of the flow velocity at left and right bank, water level difference and ratio of flow in right and left sluice outlet, are used as quantitative indicators to evaluate the improvement effects. The results show that with the reasonable length and angle, the guide wall can improve the flow pattern.