浙江水利科技
浙江水利科技
절강수리과기
ZHEJIANG SHUILI KEJI
2012年
2期
14-17,26
,共5页
港区%深潭%码头布置%数学模型%淤积
港區%深潭%碼頭佈置%數學模型%淤積
항구%심담%마두포치%수학모형%어적
port%deep pool%wharf layout%mathematical model%deposition
针对镇海港区21~23号码头平面布置方案,根据各方案的海床及水流条件,结合码头所在海域的自然淤积情况,研究泊位的疏浚回淤,预测码头建设对水流及海床冲淤的影响。经综合分析后,否定了对镇海港区赖以生存的外游山深潭可能产生较大淤积影响的布置方案,避免了拟建工程对现有泊位乃至整个港区可能带来的不利影响。
針對鎮海港區21~23號碼頭平麵佈置方案,根據各方案的海床及水流條件,結閤碼頭所在海域的自然淤積情況,研究泊位的疏浚迴淤,預測碼頭建設對水流及海床遲淤的影響。經綜閤分析後,否定瞭對鎮海港區賴以生存的外遊山深潭可能產生較大淤積影響的佈置方案,避免瞭擬建工程對現有泊位迺至整箇港區可能帶來的不利影響。
침대진해항구21~23호마두평면포치방안,근거각방안적해상급수류조건,결합마두소재해역적자연어적정황,연구박위적소준회어,예측마두건설대수류급해상충어적영향。경종합분석후,부정료대진해항구뢰이생존적외유산심담가능산생교대어적영향적포치방안,피면료의건공정대현유박위내지정개항구가능대래적불리영향。
According to the sea-bed and the flow condition,and combining the natural deposition in the sea area of wharf engineering,berth dredging sedimentation was investigated,and the influence for flow and sea-bed erosion and deposition was forecasted when the wharf engineering built.Through comprehensive analysis,the relative plane layouts were rejected which have a larger deposition impact on the Waiyoushan deep pool,and some bad influence to berths and port are avoided.
