Logo 知识与财富的链接
长江河口南港采砂对河床稳定性的影响

长江河口南港采砂对河床稳定性的影响

ISSN:1671-3044
2011年第31卷第1期
经验交流
李茂田[1],程和琴[1],周丰年[2],吴敬文[2],李伯昌[2] LI Mao-tian[1],CHENG He-qin[1],ZHOU Feng-nian[2],WU Jing-wen[2],LI Bo-chang[2]

利用多波束测深及数字高程模型技术发现:南港主槽有若干长50~100m,深3~5m的采砂坑;瑞丰沙体南侧存在高0.5~1.2m,长约1800m的两级陡坎,陡坎下有长1850m、宽400m、体积124.5万立方米的滑坡体.近8年来,瑞丰沙冲刷减少3724万立方米.采砂坑、陡坎与滑坡体形成的主要受采砂及其引起的瑞丰沙顶部水沙...

According to the bed-form data measured by multi-beam echo-sounding system(MBES) and digital elevation model(DEM),this parer is to examine the impacts of pumping-sand on the river bed-form evolution of the Nangang Channel in the Changjiang River mouth.The results is that there were 5 huge sandpits with 50-100m long and 3-5m depth,2 ranges steep ridge with 1800m long and 0.5-1.2m high and 1 huge landslide with 1850m long and 400m wide in Ruifeng shoal edge nearly sandpits in the Nangang Channel,and the volum...

认领
收 藏
点 赞
认领进度
0 %

发表评论

ISSN:1671-3044
2011年第31卷第1期
经验交流

用户信息设置