Equipment for Automatic Contour Drawing of Instantaneous Topographic Data of Local Scour of Model Piers

NI Fei, FANG Shi-long, DING Bing

Journal of Changjiang River Scientific Research Institute ›› 2021, Vol. 38 ›› Issue (12) : 158-162.

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Journal of Changjiang River Scientific Research Institute ›› 2021, Vol. 38 ›› Issue (12) : 158-162. DOI: 10.11988/ckyyb.20200777
INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES

Equipment for Automatic Contour Drawing of Instantaneous Topographic Data of Local Scour of Model Piers

  • NI Fei1, FANG Shi-long1, DING Bing2
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Abstract

The surveying and mapping equipment of underwater topography change caused by scour lags behind in hydraulic model experiment. Instantaneous terrain data of local scour around bridge pier cannot be acquired in real time at present; and the model verification experiment on scour mechanism and dynamic development process cannot be carried out with convenience. In view of this, we developed an automatic contour drawing device for instantaneous topographic data of local scour of model pier.Through laboratory model experiment, we optimized the performance index of each component and quantified the design parameters of drawing equipment. We also analyzed the precision in model application and the applicability in prototype project. Model experiments manifested that the equipment is of simple structure, convenient operation and low processing cost. It can quickly obtain the instantaneous topographic contour of local erosion in the dynamic process with high precision and sensitivity. It is suitable for rapid underwater topographic mapping in the study of flow field characteristics influenced by local scour development, and is also applicable to the monitoring of underwater terrain around water-involving buildings when molded with enlarged scale.

Key words

bridge piers / local scour / underwater topography / surveying and mapping equipment / river engineering model experiment

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NI Fei, FANG Shi-long, DING Bing. Equipment for Automatic Contour Drawing of Instantaneous Topographic Data of Local Scour of Model Piers[J]. Journal of Changjiang River Scientific Research Institute. 2021, 38(12): 158-162 https://doi.org/10.11988/ckyyb.20200777

References

[1] 毛伟琦,胡雄伟.中国大跨度桥梁最新进展与展望[J].桥梁建设,2020,50(1):13-19.
[2] ZHOU X, ZHANG X. Thoughts on the Development of Bridge Technology in China[J]. Engineering, 2019, 5(6): 1120-1130.
[3] 向琪芪, 李亚东, 魏 凯,等. 桥梁基础冲刷研究综述[J]. 西南交通大学学报, 2019, 54(2):235-248.
[4] 房世龙,陈 红,施小飞.淹没垂直圆柱周围水流结构及紊流特性试验研究[J].raybet体育在线 院报,2016,33(12):55-60
[5] 王玲玲,俞佳亮,朱 海.桥墩局部冲刷研究进展[J].河海大学学报(自然科学版),2019,47(3):223-229.
[6] 房世龙,陈 红,王 岗.桥墩局部冲刷防护工程特性研究综述[J].水利水电科技进展,2007,27(4):84-89.
[7] 吴 迪,陈学军,黄 翔,等.海水环境下桥墩抗冲刷技术研究[J].公路工程,2019,44(5):93-98.
[8] 王 飞,姚磊华,张 彬.桥墩局部冲刷动态模拟及不同截面的冲刷特性[J].水利水电科技进展,2018,38(3):81-87.
[9] 段玮玮, 孙 佳, 朱海芬. 波浪作用下跨海桥梁桩基冲刷防护装置特性研究[J]. 浙江海洋大学学报(自然科学版), 2019, 38(5):77-82.
[10] 房世龙,陈 红,施小飞.三杆六脚体对桥墩周围流场影响的试验研究[J].人民长江,2015,46(10):61-66.
[11] 房世龙,钱俊峰,陈 红.圆柱桥墩清水局部冲刷透水三杆架体防护特性试验研究[J].水电能源科学,2015,33(8):98-102.
[12] 房世龙,施小飞,倪 飞.桥墩局部冲刷远程实时监测技术研究进展[J].公路工程,2015,40(6):88-95.
[13] NAMAEE M R, SUI J. Impact of Armour Layer on the Depth of Scour Hole around Side-by-Side Bridge Piers under Ice-covered Flow Condition[J]. Journal of Hydrology & Hydromechanics, 2019, 67(3): 240-251.
[14] 张昕健,渠 庚,范北林.溃堤洪水与堤后冲刷研究综述及展望[J].raybet体育在线 院报,2019,36(4):13-16,42.
[15] 卢金友,朱勇辉.水利枢纽下游河床冲刷与再造过程研究进展[J].raybet体育在线 院报,2019,36(12):1-9.
[16] 罗柏文,夏毅敏,卜英勇,等.摆动式超声单波束水下微地形探测实验台建立[J].实验室研究与探索,2019,28(10):19-22.
[17] 叶文江,李儒颂,邢红玉.超声光栅测量液体中声速的改进[J].实验室研究与探索,2015,34(11):26-29.
[18] 晏成明,陈 红,吴严君.河床地形实时在线监测系统开发及其应用[J].raybet体育在线 院报,2017,34(12):130-132.
[19] JAMEI M, AHMADIANFAR I. Prediction of Scour Depth at Piers with Debris Accumulation Effects Using Linear Genetic Programming[J]. Marine Georesources and Geotechnology, 2020, 38(4): 468-479.
[20] 杨程生,高正荣,唐晓春.感潮河段大型桥梁营运期水下地形监测研究[J].人民长江,2019,47(14):51-55,85.
[21] CHIEW Y M,LIM F H. Failure Behavior of Riprap Layer at Bridge Piers under Live-Bed Conditions[J]. Journal of Hydraulic Engineering,2000,126(1):43-55.
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