Real‐time river bed scour monitoring and synchronous maximum depth data collected during Typhoon Soulik in 2013

A critical concern regarding river bed stabilization and river engineering is the short-term general scour that occurs in a field setting far from a river-crossing structure or embankment during a typhoon-induced flood. This study investigated the improvement of existing techniques that have been used to measure river bed scour. One of these techniques is the numbered-brick column or scour chains method, in which only the maximum general scour depth of river bed is observed. A wireless tracer for monitoring real-time scour was set-up with a numbered-brick column and was employed to collect synchronous data. The proposed method was successfully used to observe both real-time scour and the maximum depth at flood peak. This observation was conducted at a steep gravel-bed reach of the Shuideliaw Embankment on the intermittent Choshui River in Central Taiwan during Typhoon Soulik, which occurred in 2013. Future studies must be conducted to complete the development of an automatic real-time scour and flood monitoring system for use in severe weather and flow conditions; this would facilitate the identification of river bed scour during conditions of unstable flow and the improvement of flood prevention engineering, bridge closure detection and emergency evacuation procedures. Copyright © 2014 John Wiley & Sons, Ltd.

[1]  T. Scullion,et al.  Road evaluation with ground penetrating radar , 2000 .

[2]  Fernando De Falco,et al.  The monitoring of bridges for scour by sonar and sedimetri , 2002 .

[3]  Jihn-Sung Lai,et al.  Houfeng Bridge Failure in Taiwan , 2012 .

[4]  Neil Lennart Anderson,et al.  Ground-penetrating radar: A tool for monitoring bridge scour , 2007 .

[5]  J. Lai,et al.  Field Measurements and Simulation of Bridge Scour Depth Variations during Floods , 2008 .

[6]  Wen-Yi Chang,et al.  Using mems sensors in the bridge scour monitoring system , 2010 .

[7]  Steve Millard,et al.  Assessing Bridge Pier Scour By Radar , 1997 .

[8]  Ramesh Govindan,et al.  Monitoring civil structures with a wireless sensor network , 2006, IEEE Internet Computing.

[9]  Michael Forde,et al.  Radar measurement of bridge scour , 1999 .

[10]  Peter F. Lagasse,et al.  MAGNETIC SLIDING COLLAR SCOUR MONITOR: INSTALLATION, OPERATION, AND FABRICATION MANUAL , 1997 .

[11]  J. Laronne,et al.  Scour chain employment in gravel bed rivers , 1994 .

[12]  Fi-John Chang,et al.  Estimation of riverbed grain-size distribution using image-processing techniques , 2012 .

[13]  Hsueh-Chun Lin,et al.  Using Wireless Sensor Network on Real-Time Remote Monitoring of the Load Cell for Landslide , 2011 .

[14]  Soft-Rock Scouring Processes Downstream of Weirs , 2010 .

[15]  Christiana R. Czuba,et al.  The timing of scour and fill in a gravel-bedded river measured with buried accelerometers , 2013 .

[16]  C. Su,et al.  Number and volume raindrop size distributions in Taiwan , 2008 .

[17]  Kuo Chun Chang,et al.  Flood scour monitoring system using fiber Bragg grating sensors , 2006 .

[18]  D. Stearns,et al.  Measurement of the temporal progression of scour in a pool‐riffle sequence in a gravel bed stream using an electronic scour monitor , 2001 .

[19]  Chih-Chiang Su,et al.  Measurements and prediction of typhoon-induced short-term general scours in intermittent rivers , 2013, Natural Hazards.

[20]  X. B. Yu,et al.  Development and evaluation of an automation algorithm for a time-domain reflectometry bridge scour monitoring system , 2011 .