详情

原文传递 Improvements in Design Scour Depth Prediction.

题名：	Improvements in Design Scour Depth Prediction.
作者：	sheppard, d. m.
关键词：	predictions, bridge piers, pile structures, flumes, modifications, laboratory tests
摘要：	Local sediment scour experiments were performed and the results analyzed and compared with predictions. It was determined that for partially buried pile caps the effect of the column on the scour produced by the pile cap was significant and had to be included in the predictive equations scour at complex piers. Modification to the predictive equations were made and are included in the report. / NOTE: Final rept. / Supplementary Notes: Sponsored by Florida State Dept. of Transportation, Tallahassee. Research Center. / Availability Note: Order this product from NTIS by: phone at 1-800-553-NTIS (U.S. customers); (703)605-6000 (other countries); fax at (703)605-6900; and email at orders@ntis.gov. NTIS is located at 5285 Port Royal Road, Springfield, VA, 22161, USA.
总页数：	u0715；64p
报告类型：	科技报告