Use of UVP to investigate the evolution of bed configuration

被引:10
作者
Guney, M. Sukru [1 ]
Bombar, Gokcen [2 ]
Aksoy, Aysegul O. [1 ]
Dogan, Mustafa [1 ]
机构
[1] Dokuz Eylul Univ, Dept Civil Engn, Izmir, Turkey
[2] Ege Univ, Dept Civil Engn, Izmir, Turkey
关键词
Ultrasonic Velocity Profiler (UVP) transducer; scour; erosion; deposition; temporal evolution of bed configuration; LOCAL SCOUR; PIER SCOUR; FLOW;
D O I
10.1007/s12205-013-0131-5
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ultrasonic Velocity Profiler (UVP) is a widely used instrument which allows the determination of the complete velocity profile. UVP can also measure the echo amplitude in the mean time. In this study, it is intended to use the UVP transducers in an indirect way to detect the bottom surface by orienting them vertically downward. Preliminary experiments were conducted with immobile bed by using uniform, non-uniform sediment as well as wooden and plastic surface. It was appeared that the first remarkable peak corresponds to the bottom surface. The time variations of local bed elevations were registered by applying this technique in order to determine the erosion and deposition around a bridge pier and local scour around a horizontal submerged pipe. It was revealed that the so registered scour depths were in good agreement with those observed during the experiments. Consequently, it is demonstrated that time varied bed elevations can be measured via the first peak value of echo amplitudes by placing UVP transducers vertically.
引用
收藏
页码:1188 / 1197
页数:10
相关论文
共 33 条
[1]  
Bares V., 2002, 3 INT S ULTR DOPPL M, P9
[2]  
Bin Lin Y, 2004, IEEE SENSOR, P832
[3]  
Bombar G., 2009, PhD Thesis
[4]   The monitoring of bridges for scour by sonar and sedimetri [J].
De Falco, F ;
Mele, R .
NDT & E INTERNATIONAL, 2002, 35 (02) :117-123
[5]   Bridge Scour: Prediction, Modeling, Monitoring, and Countermeasures-Review [J].
Deng, Lu ;
Cai, C. S. .
PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION, 2010, 15 (02) :125-134
[6]  
Federal Highway Administration (FHA), 1993, FHWAIP90017 US DEP T
[7]  
Geisler T., 2001, THESIS GRAZ U TECHNO
[8]  
Gorin S. R., 1989, 884212 FED HIGHW ADM, P33
[9]   Experimental Study of the Coarse Surface Development Effect on the Bimodal Bed-Load Transport under Unsteady Flow Conditions [J].
Guney, Mehmet Sukru ;
Bombar, Gokcen ;
Aksoy, Aysegul Ozgenc .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2013, 139 (01) :12-21
[10]  
Hayes D. C., 1995, 944164 US GEOL SURV