中国港湾建设
中國港灣建設
중국항만건설
CHINA HARBOUR ENGINEERING
2014年
3期
51-56
,共6页
秦福寿%杨泽君%姚姗姗%李姗
秦福壽%楊澤君%姚姍姍%李姍
진복수%양택군%요산산%리산
数学模型%水沙环境%水体交换%泥沙淤积
數學模型%水沙環境%水體交換%泥沙淤積
수학모형%수사배경%수체교환%니사어적
numerical model%hydro-sedimentological environment%water exchange%sedimentation
通过潮流泥沙及水体交换数学模型试验,模拟了茂名市水东湾综合整治工程实施后湾内流场变化、水体交换能力及泥沙淤积情况。研究结果表明,方案实施后,潮汐通道内平均流速最大可增加0.1~0.4 m/s,且湾内水体交换能力大幅提升,月交换率从现状的65%提高到86%左右。此外,由于湾内泥沙来源不足,方案实施后正常年淤积十分有限,平均年淤强仅0.15 m/a。总体而言,综合整治方案是有效的。
通過潮流泥沙及水體交換數學模型試驗,模擬瞭茂名市水東灣綜閤整治工程實施後灣內流場變化、水體交換能力及泥沙淤積情況。研究結果錶明,方案實施後,潮汐通道內平均流速最大可增加0.1~0.4 m/s,且灣內水體交換能力大幅提升,月交換率從現狀的65%提高到86%左右。此外,由于灣內泥沙來源不足,方案實施後正常年淤積十分有限,平均年淤彊僅0.15 m/a。總體而言,綜閤整治方案是有效的。
통과조류니사급수체교환수학모형시험,모의료무명시수동만종합정치공정실시후만내류장변화、수체교환능력급니사어적정황。연구결과표명,방안실시후,조석통도내평균류속최대가증가0.1~0.4 m/s,차만내수체교환능력대폭제승,월교환솔종현상적65%제고도86%좌우。차외,유우만내니사래원불족,방안실시후정상년어적십분유한,평균년어강부0.15 m/a。총체이언,종합정치방안시유효적。
Based on the mathematical model test of tidal current&sediment and water exchange, the tidal currents variation, water exchange ability, and sedimentation of the regulation scenario of Shuidong Bay is simulated. The results show that after the construction of the regulation scenario, the mean speed increases with the maximum of 0.1~0.4 m/s in the tidal inlet, and the water exchange ability is increased significantly that the monthly water exchange rate increases to 86%compared to the present rate is only 65%. Besides, because the sediment supply is not abundant, the normal sedimentation is very limited after the construction, the mean annual sedimentation rate is only 0.15 m/a. In general, the comprehensive improvement scheme is effective.