DYNAMIC NUMERICAL MODELS FOR SAND WAVES AND PIPELINE SELF-BURIAL

Proceedings of the International Conference on Coastal Engineering

Carsten Staub²  Romke Bijker¹ 

[1] Delft Hydraulics;Subsea Technology Division, Danish Hydraulic Institute

关键词: pipeline;    pipeline self burial;    numerical model;    sand waves;   

DOI  :  10.9753/icce.v22.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

Two independent numerical models for prediction of sand wave heights and migration rates and for calculation of pipeline/cable seabed interaction have been developed. Both models are fully dynamic and respond to detailed and comprehensive input describing environmental conditions, seabed and soil characteristics and pipe/cable data. The models are based on state-of-the-art knowledge and include theoretical developments, model tests, field data and advanced sediment transport formulations. The models have been validated and calibrated against field data of sand waves and buried pipelines.

【 授权许可】

Unknown