Fluid Column Drop is a post installation drilling collapse load. This load is required for all drilling strings and for those production strings that do experience drilling load of the subsequent hole section. Drilling fluid column outside drillstring (inside the string of interest) drops because the drilling mud density in the subsequent hole section is higher than the pore pressure in the open hole section. Lost circulation occurs at the depth in the open hole where the pore pressure is minimal. The default lost circulation depth is assumed to be the shoe of the deepest string and the drilling fluid density (fluid density inside the string) is defaulted to the fluid density for the open hole section.
The internal pressure for the fluid column drop can be calculated using one of the following three methods:
This load also known as Lost Return with Mud Drop. This is a drilling collapse load. This load occurs during a mud drop while drilling below the shoe. This mud drop is calculated by assuming the hydrostatic column of mud in the hole at the lost circulation depth equilibrates with a specific pore pressure at that depth. The default loss zone is the measured depth corresponds to the exposed shoe of the open hole of interest. Following information are required for this load:
where,
The internal pressure at the lost circulation depth equals to the pore pressure at that depth (obtained from the pore pressure profile). Therefore, the internal pressure assumes zero psi to a depth for which the drilling mud hydrostatic balances the pore pressure at the lost circulation depth.
Fluid column drops to a fraction of the total depth of the wellbore. Top of fluid column is calculated as: sdrop = x × sTD Then convert the measured depth sdrop to true vertical depth zdrop zdrop = [sdrop] → convert to TVD
where,
Fluid column drops to a fraction of the string shoe depth. Top of fluid column is calculated as: sdrop = x × sshoe Then convert the measured depth sdrop to true vertical depth zdrop zdrop = [sdrop] → convert to TVD where,
Casing is often designed for collapse by assuming full internal evacuation of the string. This is an extremely severe condition, one that occurs rarely. A frequently used (alternative) rule for collapse design assumes evacuation of 1/3 or 1/2 DSOH for collapse loading. This rule, based on field experience, was proposed by Kastor 2.
An evacuated fluid column is usually the result of lost circulation. The height of the fluid lost can also be assessed by estimating the height of the column of drilling mud required to balance the pore pressure, or fraction of subsequent open hole depth or fraction of current casing shoe depth.
where,
In general, the more severe of the two internal pressure profiles (1/3 DSOH or mud weight balancing pore pressure at LC zone is used as the collapse load. In offshore wells, a marine riser is employed. If a lost circulation zone is encountered, the fluid level in the drillpipe-casing annulus will drop. The worst case for the riser could occur when the level of the fluid drops below the mudline (the "dry" riser). Risers are large do/t strings with relatively low collapse resistances. In deepwater wells, this case must be considered as part of the riser design.
Following is a brief summary of the external pressure profile for a collapse load according to Blade’s External Pressure Protocol:
Pressure between the hanger and the string shoe pe(z) = phanger + C × ρmw × (z−zhanger)
where
Undisturbed temperature profile is assumed as default. Drilling circulating temperature could also be an option to select.
The following are the inputs for this load case -
The lost zone is the depth at which the pore pressure is the minimum while drilling a hole section. The drilling mud equalizes with the pore pressure and fluid is lost to the formation thereby dropping the fluid column. This creates partial/complete evacuation in the casing-drillstring annulus.
Kastor, R., "Casing Burst Design Criteria for Kick Pressure Control," paper SPE 4138 presented at the 47th Annual Fall Meeting of the Society of Petroleum Engineers of AIME, San Antonio, TX, Oct. 8-11, 1972.