机译:含大量悬浮泥沙的松散明渠中平衡条件的3D计算
Dept. of Civil and Environmental Engineering, ITHR-Hydroscience and Engineering, Univ. of Iowa, Stanley Hydraulics Laboratory, Iowa City, IA 52242 Senior Engineer,Operation and Data Management Div., South Florida Water Management District, West Palm Beach, FL 33406;
Dept. of Civil and Environmental Engineering,IIHR-Hydroscience and Engineering, Univ. of Iowa, Stanley Hydraulics Laboratory, Iowa City, IA 52242 (corresponding author);
Dept. of Civil and Environmental Engineering,IIHR-Hydroscience and Engineering, Univ. of Iowa, Stanley Hydraulics Laboratory, Iowa City, IA 52242 (corresponding author);
bed morphology; cfd model; open channel; sediment transport;
机译:预测松动河床弯道中水流和泥沙输移的3d非静水模型
机译:具有任意涡度粘度分布和实际边界条件的一维非稳态非平衡悬浮泥沙输运的半解析解
机译:具有非平衡条件的降解通道中的均匀和分级床载沉积物运输
机译:验证一种新的模型以解释河床边坡效应,以预测具有大量悬浮泥沙输送的松散河床中的平衡条件
机译:湍流动能,磷浓度,悬浮沉积物浓度及磷荷载对悬浮沉积物磷吸附的影响
机译:易北河沉积物和悬浮颗粒物中HOC的平衡采样
机译:具有非平衡条件的降解通道中的均匀和分级床载沉积物运输
机译:2008-10,堪萨斯州坎托波利斯和塔特尔溪湖的悬浮泥沙负荷,水库沉积物捕集效率以及上游和下游河道稳定性。