Dynamic Load Evaluation of Large Dimensioned Casing Strings at Primary Cementing

Publikationen: Thesis / Studienabschlussarbeiten und HabilitationsschriftenMasterarbeit

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Dynamic Load Evaluation of Large Dimensioned Casing Strings at Primary Cementing. / Jedlitschka, Volker.
2007.

Publikationen: Thesis / Studienabschlussarbeiten und HabilitationsschriftenMasterarbeit

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@mastersthesis{d74cb338f60b43dea00c8efb7371bca4,
title = "Dynamic Load Evaluation of Large Dimensioned Casing Strings at Primary Cementing",
abstract = "In this thesis a plug cementation of a 16{"} casing string is investigated. What happened was that during primary cementing of a 16{"} casing string at a depth of 2440 m, the string failed. It was assumed that the bottom plug plugged the float valve and thus the cement column was immediately stopped on its way downhole (water hammer phenomenon). Task was to investigated if this water hammer effect causes a suffiecent high load to damage the casing string. It could be figured out that the string faced a maximum load of 61,53 bar but out of this only 11,3 bar were generated by the water hammer. The remaining 50,3 bar were caused due to the hydrostatc difference between the annulus and the casing. Further it could be proved that larger casing sizes do not increase the impact of a water hammer. Concerning pipe dimensions the ratio between wall thickness and inner diameter is decisive. The whole study is supported with a simulation software called Wanda 3.",
keywords = "Wasserschlag, Plug Zementation, Float Collar, Plug, Joukowsky, Budau, Free Falling Cement, E-modul, Druckwelle, Schallgeschwindigkeit, Reflexionszeit, Opicem, Wanda, Fluent, water hammer, plug cementation, float collar, plug, joukowsky, budau, free falling cement, elastic liquid column, bulk modulus, pressure wave, transients, pressure puls, cavitation pressure, speed of sound, reflection time, opicem, wanda, fluent",
author = "Volker Jedlitschka",
note = "embargoed until null",
year = "2007",
language = "English",

}

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TY - THES

T1 - Dynamic Load Evaluation of Large Dimensioned Casing Strings at Primary Cementing

AU - Jedlitschka, Volker

N1 - embargoed until null

PY - 2007

Y1 - 2007

N2 - In this thesis a plug cementation of a 16" casing string is investigated. What happened was that during primary cementing of a 16" casing string at a depth of 2440 m, the string failed. It was assumed that the bottom plug plugged the float valve and thus the cement column was immediately stopped on its way downhole (water hammer phenomenon). Task was to investigated if this water hammer effect causes a suffiecent high load to damage the casing string. It could be figured out that the string faced a maximum load of 61,53 bar but out of this only 11,3 bar were generated by the water hammer. The remaining 50,3 bar were caused due to the hydrostatc difference between the annulus and the casing. Further it could be proved that larger casing sizes do not increase the impact of a water hammer. Concerning pipe dimensions the ratio between wall thickness and inner diameter is decisive. The whole study is supported with a simulation software called Wanda 3.

AB - In this thesis a plug cementation of a 16" casing string is investigated. What happened was that during primary cementing of a 16" casing string at a depth of 2440 m, the string failed. It was assumed that the bottom plug plugged the float valve and thus the cement column was immediately stopped on its way downhole (water hammer phenomenon). Task was to investigated if this water hammer effect causes a suffiecent high load to damage the casing string. It could be figured out that the string faced a maximum load of 61,53 bar but out of this only 11,3 bar were generated by the water hammer. The remaining 50,3 bar were caused due to the hydrostatc difference between the annulus and the casing. Further it could be proved that larger casing sizes do not increase the impact of a water hammer. Concerning pipe dimensions the ratio between wall thickness and inner diameter is decisive. The whole study is supported with a simulation software called Wanda 3.

KW - Wasserschlag

KW - Plug Zementation

KW - Float Collar

KW - Plug

KW - Joukowsky

KW - Budau

KW - Free Falling Cement

KW - E-modul

KW - Druckwelle

KW - Schallgeschwindigkeit

KW - Reflexionszeit

KW - Opicem

KW - Wanda

KW - Fluent

KW - water hammer

KW - plug cementation

KW - float collar

KW - plug

KW - joukowsky

KW - budau

KW - free falling cement

KW - elastic liquid column

KW - bulk modulus

KW - pressure wave

KW - transients

KW - pressure puls

KW - cavitation pressure

KW - speed of sound

KW - reflection time

KW - opicem

KW - wanda

KW - fluent

M3 - Master's Thesis

ER -