Temporal Development of Backward Erosion Piping in a Large-Scale Experiment

被引:15
作者
Pol, Johannes C. [1 ,2 ]
Kanning, Willem [1 ,3 ]
Jonkman, Sebastiaan N. [1 ]
机构
[1] Delft Univ Technol, Dept Hydraul Engn, Stevinweg 1, NL-2628 CN Delft, Netherlands
[2] HKV Consultants, Dept Rivers Coasts & Deltas, Botter 11-29, Lelystad, Netherlands
[3] Deltares, Boussinesqweg 1, NL-2628 CN Delft, Netherlands
关键词
TRANSPORT; MODEL;
D O I
10.1061/(ASCE)GT.1943-5606.0002415
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper presents a large-scale backward erosion piping experiment aimed at studying the erosion rate. This temporal aspect of piping complements previous research that focused on the critical head. To study the progression rate in realistic conditions, an experiment was carried out on a 1.8 m high levee with a cohesive blanket on a sandy foundation. The pipe was guided along a row of pore pressure transducers in order to measure its temporal development. Pipe development in space and time was successfully derived from pore pressure changes, showing an average progression rate of 8 m/day during the progressive erosion phase. The results show a relation between upstream gradient and progression rate. Furthermore, analysis of the eroded sand mass shows a relatively large pipe volume compared to existing lab tests, and an approximately linear relation between pipe length and volume. The results and insights from this study can be used to validate and improve transient piping models, leading to more accurate dam and levee safety assessments.
引用
收藏
页数:11
相关论文
共 46 条
[1]  
Allan R., 2018, THESIS
[2]  
[Anonymous], 2014, THESIS
[3]  
Bligh W.G., 1910, Engr. News, V64, P708
[4]  
Bonelli S., 2011, IECS 2010 8 ICOLD EU
[5]   Analysis of bedload transport in laminar flows [J].
Cheng, NS .
ADVANCES IN WATER RESOURCES, 2004, 27 (09) :937-942
[6]   Dike Failure Mechanisms and Breaching Parameters [J].
Danka, Jozsef ;
Zhang, L. M. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2015, 141 (09)
[7]   The statistics of embankment dam failures and accidents [J].
Foster, M ;
Fell, R ;
Spannagle, M .
CANADIAN GEOTECHNICAL JOURNAL, 2000, 37 (05) :1000-1024
[8]   NUMERICAL ANALYSIS OF THE EROSION AND THE TRANSPORT OF FINE PARTICLES WITHIN SOILS LEADING TO THE PIPING PHENOMENON [J].
Fujisawa, Kazunori ;
Murakami, Akira ;
Nishimura, Shin-ichi .
SOILS AND FOUNDATIONS, 2010, 50 (04) :471-482
[9]  
Hanses U.K., 1985, Zur Mechanik der Entwicklung von Erosionskanalen in geschichtetem Untergrund unter Stauanlagen
[10]   Hydraulic approach for predicting piping in dikes [J].
Hoffmans, Gijs ;
Van Rijn, Leo .
JOURNAL OF HYDRAULIC RESEARCH, 2018, 56 (02) :268-281