2016
DOI: 10.1016/j.ejbas.2015.09.006
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Early detection enhancement of the kick and near-balance drilling using mud logging warning sign

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Cited by 17 publications
(8 citation statements)
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“…Hence, there is a need for human interpretation to continuously analyse and monitor the logged data for decisive actions against the unwanted conditions. (Anfinsen and Rommetveit, 1992;Ahmed, Hegab, and Sabry, 2016)…”
Section: Mud Log Data Methodsmentioning
confidence: 99%
“…Hence, there is a need for human interpretation to continuously analyse and monitor the logged data for decisive actions against the unwanted conditions. (Anfinsen and Rommetveit, 1992;Ahmed, Hegab, and Sabry, 2016)…”
Section: Mud Log Data Methodsmentioning
confidence: 99%
“…psi (Ahmed, Hegab, & Sabry, 2016). In other instances, apparent positive flow-checks were related to ballooning formations, where fluid was stored in natural fractures or a slight deformation of the borehole and was returned by rock elasticity when the mud pumps were turned off.…”
Section: Kick Detection System and Kick Indicatorsmentioning
confidence: 99%
“…It should be noted that an increase in background gas over time may indicate an increase in pore pressure or the penetration of a reservoir, whereas connection gas (detected once bottoms up is circulated after a Drill Pipe connection) and pump-off gas readings (when the pumps are off and the ECD is equal to the static MW, allowing influx to enter the borehole in case the well is in a nearbalance condition) indicate underbalance or near-balance conditions (Ahmed et al, 2016) The indicators can be divided between instantaneous and lagged, as during a condition of slight underbalance.…”
Section: Kick Detection System and Kick Indicatorsmentioning
confidence: 99%
“…According to the experimental measurement result, the spread speed of 64 K ultrasonic in drilling mud with a density of 1:1 g=cm 3 is 1380 m/s, whereas that of the ultrasonic longitudinal wave in the steel material is approximately 5850 m/s, and the f transverse wave is 3230 m/s. Therefore, according to equations (7) and (8), the first and second critical angles are calculated as u L ' p=10 and u S ' p=5, respectively. When the angle of incidence is larger than the first critical angle, all refraction longitudinal waves will transfer to the plate wave; when the angle of incidence is larger than the second critical angle, all the transverse waves, as well as the longitudinal wave, will transfer into the plate wave.…”
Section: Wave Mode Conversion and Lamb Wavementioning
confidence: 99%