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Title: TANK VIBRATION LIMIT STUDY IN SUPPORT OF THE VADOSE ZONE DRILLING OPERATION [SEC 1 & 2]

Abstract

The analysis contained herein supports the 0.1 g vibration limit that is currently established for the tanks. The natural frequency distributions and mode shapes for several different tank-soil models are presented. These frequencies can be compared to the natural frequencies from the measured test data. The best tank-soil model can then be selected for further study. This document is provided for historical information and has not been reviewed and checked beyond originator.

Authors:
Publication Date:
Research Org.:
CH2M (US)
Sponsoring Org.:
USDOE Office of Environmental Management (EM) (US)
OSTI Identifier:
836353
Report Number(s):
RPP-RPT-23780, Rev.0
DE-AC27-99RL14047; TRN: US0500570
DOE Contract Number:  
AC27-99RL14047
Resource Type:
Technical Report
Resource Relation:
Other Information: PBD: 18 Jan 2005
Country of Publication:
United States
Language:
English
Subject:
12 MANAGEMENT OF RADIOACTIVE WASTES, AND NON-RADIOACTIVE WASTES FROM NUCLEAR FACILITIES; DRILLING; SITE CHARACTERIZATION; HANFORD RESERVATION; STORAGE FACILITIES; MECHANICAL VIBRATIONS; LIMITING VALUES

Citation Formats

STURGES, M.H.. TANK VIBRATION LIMIT STUDY IN SUPPORT OF THE VADOSE ZONE DRILLING OPERATION [SEC 1 & 2]. United States: N. p., 2005. Web. doi:10.2172/836353.
STURGES, M.H.. TANK VIBRATION LIMIT STUDY IN SUPPORT OF THE VADOSE ZONE DRILLING OPERATION [SEC 1 & 2]. United States. doi:10.2172/836353.
STURGES, M.H.. Tue . "TANK VIBRATION LIMIT STUDY IN SUPPORT OF THE VADOSE ZONE DRILLING OPERATION [SEC 1 & 2]". United States. doi:10.2172/836353. https://www.osti.gov/servlets/purl/836353.
@article{osti_836353,
title = {TANK VIBRATION LIMIT STUDY IN SUPPORT OF THE VADOSE ZONE DRILLING OPERATION [SEC 1 & 2]},
author = {STURGES, M.H.},
abstractNote = {The analysis contained herein supports the 0.1 g vibration limit that is currently established for the tanks. The natural frequency distributions and mode shapes for several different tank-soil models are presented. These frequencies can be compared to the natural frequencies from the measured test data. The best tank-soil model can then be selected for further study. This document is provided for historical information and has not been reviewed and checked beyond originator.},
doi = {10.2172/836353},
journal = {},
number = ,
volume = ,
place = {United States},
year = {Tue Jan 18 00:00:00 EST 2005},
month = {Tue Jan 18 00:00:00 EST 2005}
}

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