水运工程
水運工程
수운공정
PORT & WATERWAY ENGINEERING
2013年
11期
130-135
,共6页
刘高峰%郭文华%贾晓%吴华林%吴冬领
劉高峰%郭文華%賈曉%吳華林%吳鼕領
류고봉%곽문화%가효%오화림%오동령
福姜沙水道%双涧沙%河势演变
福薑沙水道%雙澗沙%河勢縯變
복강사수도%쌍간사%하세연변
FJS waterway%SJS shoal%river evolution
长江口福姜沙河段属于复杂的分汊型平原河道,江中沙洲、暗滩交替分布。河床受径流和潮流共同作用,在江面宽阔河段涨落流路分歧,主槽分汊,多处航段12.5 m水深不贯通,宽度不足200 m,是海轮入江的碍航河段。交通运输部计划在十二五期间开始实施长江南京以下12.5 m深水航道建设。本河段航道建设治理思路为顺应河势,维持分汊型,守护双涧沙沙体,稳定航槽。利用实测资料为福姜沙河段航道治理目标进行河床演变分析,分析可知:随着水文年的周期性变化,河道沙体和汊道及汊道间兴衰更替,给航道稳定性带来不利影响,说明了双涧沙守护的必要性;福北、福南水道受岸线约束,航槽稳定,航深通过疏浚虽能达12.5 m,但宽度很难满足;从河势变化趋势来看,福中水道弯曲度适中,主槽宽阔,且呈冲刷发展趋势,利于航道建设。
長江口福薑沙河段屬于複雜的分汊型平原河道,江中沙洲、暗灘交替分佈。河床受徑流和潮流共同作用,在江麵寬闊河段漲落流路分歧,主槽分汊,多處航段12.5 m水深不貫通,寬度不足200 m,是海輪入江的礙航河段。交通運輸部計劃在十二五期間開始實施長江南京以下12.5 m深水航道建設。本河段航道建設治理思路為順應河勢,維持分汊型,守護雙澗沙沙體,穩定航槽。利用實測資料為福薑沙河段航道治理目標進行河床縯變分析,分析可知:隨著水文年的週期性變化,河道沙體和汊道及汊道間興衰更替,給航道穩定性帶來不利影響,說明瞭雙澗沙守護的必要性;福北、福南水道受岸線約束,航槽穩定,航深通過疏浚雖能達12.5 m,但寬度很難滿足;從河勢變化趨勢來看,福中水道彎麯度適中,主槽寬闊,且呈遲刷髮展趨勢,利于航道建設。
장강구복강사하단속우복잡적분차형평원하도,강중사주、암탄교체분포。하상수경류화조류공동작용,재강면관활하단창락류로분기,주조분차,다처항단12.5 m수심불관통,관도불족200 m,시해륜입강적애항하단。교통운수부계화재십이오기간개시실시장강남경이하12.5 m심수항도건설。본하단항도건설치리사로위순응하세,유지분차형,수호쌍간사사체,은정항조。이용실측자료위복강사하단항도치리목표진행하상연변분석,분석가지:수착수문년적주기성변화,하도사체화차도급차도간흥쇠경체,급항도은정성대래불리영향,설명료쌍간사수호적필요성;복북、복남수도수안선약속,항조은정,항심통과소준수능체12.5 m,단관도흔난만족;종하세변화추세래간,복중수도만곡도괄중,주조관활,차정충쇄발전추세,리우항도건설。
FJS (Fujiangsha) section of the Yangtze estuary with braided shoals distributed in the channel, is a complicated and bifurcated plain river. River bed nearby, impacted by runoff and current flows, is divided at the wide river sections. The main passage is bifurcated and the 12.5 m deep contour breaks at many navigation sections. So FJS section becomes an obstructed river for vessels sailing. The Ministry of Transport intends to implement construction of 12.5 m deep-water navigation channel under Nanjing during the“Twelfth Five-Year Plan”period. The principle of the control project is“Following river evolution;Keeping originally as bifurcated;Protecting SJS (Shuangjiansha) shoal;Stabilizing the navigation channel”. Based on the measured data, we analyze the river regime evolution. The results show that:1) With the cyclical change of the hydrological year, sand bodies and inlets will be replaced by each other over and over again which has negative impact on the navigation stability so that there is great necessity of SJS shoal protection project;2) Due to the restriction of shore lines, navigation channels in Fubei and Funan waters stay stable, besides, the depth can be deepen to 12.5 m contour by dredging measures while the width of the passage cannot be guaranteed;3) According to the river regime evolution, Fuzhong passage, with a wide main channel and a moderate turning curvature, has a trend of erosion which is to make a better navigation condition.