水运工程
水運工程
수운공정
PORT & WATERWAY ENGINEERING
2013年
11期
43-48
,共6页
戚定满%王元叶%万远扬
慼定滿%王元葉%萬遠颺
척정만%왕원협%만원양
长江口%北槽深水航道整治工程%贮泥坑%流失率%柱状采样
長江口%北槽深水航道整治工程%貯泥坑%流失率%柱狀採樣
장강구%북조심수항도정치공정%저니갱%류실솔%주상채양
the Yangtze estuary%deep navigation regulation project%dredge disposal zone%sediment loss ratio%stationary-piston sampler
对北槽航道维护使用的3#贮泥坑抛泥流失率进行现场监测和分析研究。监测内容包括应用多波束地形测量仪测得贮泥坑抛吹泥前后的准确容积变化,采用表层取样法测量贮泥坑抛泥后的表层泥沙密度及采用柱状采样器测量贮泥坑不同深度的泥沙密度,综合容积变化和密度结果可以得到实际入坑泥沙量,结合实际抛泥量计算出贮泥坑的抛泥流失率。监测结果表明该贮泥坑的抛泥流失率达到76%。同步监测的流速结果表明贮泥坑周边动力强、流速快,流速快是造成该贮泥坑抛泥流失率大的主要原因。建议该坑向附近动力弱的坝田掩护区移动以减少该贮泥坑泥沙流失率。
對北槽航道維護使用的3#貯泥坑拋泥流失率進行現場鑑測和分析研究。鑑測內容包括應用多波束地形測量儀測得貯泥坑拋吹泥前後的準確容積變化,採用錶層取樣法測量貯泥坑拋泥後的錶層泥沙密度及採用柱狀採樣器測量貯泥坑不同深度的泥沙密度,綜閤容積變化和密度結果可以得到實際入坑泥沙量,結閤實際拋泥量計算齣貯泥坑的拋泥流失率。鑑測結果錶明該貯泥坑的拋泥流失率達到76%。同步鑑測的流速結果錶明貯泥坑週邊動力彊、流速快,流速快是造成該貯泥坑拋泥流失率大的主要原因。建議該坑嚮附近動力弱的壩田掩護區移動以減少該貯泥坑泥沙流失率。
대북조항도유호사용적3#저니갱포니류실솔진행현장감측화분석연구。감측내용포괄응용다파속지형측량의측득저니갱포취니전후적준학용적변화,채용표층취양법측량저니갱포니후적표층니사밀도급채용주상채양기측량저니갱불동심도적니사밀도,종합용적변화화밀도결과가이득도실제입갱니사량,결합실제포니량계산출저니갱적포니류실솔。감측결과표명해저니갱적포니류실솔체도76%。동보감측적류속결과표명저니갱주변동력강、류속쾌,류속쾌시조성해저니갱포니류실솔대적주요원인。건의해갱향부근동력약적패전엄호구이동이감소해저니갱니사류실솔。
Dumped sediment transport at the dredge disposal site in the north passage of the Yangtze estuary is studied by field measurement. The volume of dredge disposal zone is obtained by multi-beam sonar. The density of surface is measured by sampler-collection and the density of different level is measured by stationary-piston sampler. The sediment loss ratio from the disposal zone can be calculated by the volume of dredge disposal zone and the total disposal dredge of the self-propelled trailing suction hopper dredgers. The result shows that the sediment loss ratio is about 76%. The flow velocity obtained by flow-measure-system is so big that much sediment can be carried out of the disposal zone, which can be used to explain the sediment loss ratio. The location of dredge disposal zone should be moved to the middle section of dams for reducing the sediment loss ration.