COST
发表于 2025-3-25 05:00:21
Sediment transport and water discharge during high flows in an instrumented watershed,een water discharge and volumes of coarse bedload transport is inferred. With respect to suspended sediment, a description is made of the procedure for turbidimeter calibration, and data recorded in 1990 and 1991 are given and discussed.
恩惠
发表于 2025-3-25 08:39:02
Luminophor experiments in the Saalach and Salzach rivers,that there adequate effective discharges occur, the transport process takes approximately one flood period. The disadvantages of this method—that field detection is not practicable and that a great many samples have to be taken, dried and examined under ultraviolet light- have to be accepted.
CHASE
发表于 2025-3-25 13:09:57
http://reply.papertrans.cn/29/2840/283969/283969_23.png
自爱
发表于 2025-3-25 19:03:10
Model investigations into the influence of renaturalization on sediment transport,) the existing conditions and possible improvements were studied in order to prevent agglomerations. Furthermore, fundamental investigations were made with regard to the influence of constructional steps on sediment transport and water levels.
喃喃诉苦
发表于 2025-3-25 21:03:29
http://reply.papertrans.cn/29/2840/283969/283969_25.png
环形
发表于 2025-3-26 03:14:02
http://reply.papertrans.cn/29/2840/283969/283969_26.png
CORD
发表于 2025-3-26 05:42:52
F. W. Crawford,J. S. Levine,D. B. Ilićical results lead to the conclusion that particle transport is clearly controlled by local channel slope changes and that these are of fundamental importance in the transport of coarse bed load material.
出血
发表于 2025-3-26 09:46:03
http://reply.papertrans.cn/29/2840/283969/283969_28.png
enumaerate
发表于 2025-3-26 14:40:16
http://reply.papertrans.cn/29/2840/283969/283969_29.png
群岛
发表于 2025-3-26 20:23:14
M. Altmann,K. S. de Boer,H. Edelmann10.m.). But in 1990 flood peaks were higher by 40% (2200 .s vs. 1600 .s). Therefore, suspension and bedload transports were higher by a factor of about 2 (237 t vs. 124 t for suspension and 5 t vs. 2.2 t for bedload).