Kick warning system using high frequency fluid mode in a borehole
Techniques for detecting a kick in a borehole include acquiring a set of measurements with a sonic tool in the borehole; determining borehole mud slowness from the set of measurements; and comparing the mud slowness with a selected criterion, wherein the determining the mud slowness includes determining fluid mode slowness as a function of frequency for at least one fluid mode, and determining the mud slowness from the fluid mode slowness.
1. A method for detecting a kick in a borehole, comprising:
acquiring a set of measurements with a sonic tool in the borehole;
determining borehole mud slowness from the set of measurements; and
comparing the mud slowness with a selected criterion to detect a kick in a borehole,
wherein the determining the mud slowness comprises determining fluid mode slowness as a function of frequency for at least one fluid mode, and determining the mud slowness from a high frequency asymptotic value of the fluid mode slowness.
2. The method of claim 1 , wherein the determining fluid mode slowness as a function of frequency comprises:
estimating normalized wave numbers for the at least one fluid mode;
unwrapping the normalized wave numbers to compute the fluid mode slowness for the at least one fluid mode at all frequencies; and
generating a histogram of the fluid mode slowness versus frequency for the at least one fluid mode.
3. The method of claim 2 , wherein the determining the mud slowness is by identifying a maximum fluid mode slowness from the histogram.
4. The method of claim 2 , further comprising inspecting the normalized wave numbers to remove zero value wave numbers from the normalized wave numbers.
5. The method of claim 1 , wherein the determining the mud slowness comprises plotting the fluid mode slowness as a function of frequency and determining a maximum slowness from an asymptotic approach of the fluid mode slowness as a function of frequency in a high frequency region.
6. The method of claim 1 , further comprising sending a warning signal uphole if the mud slowness exceeds the selected criterion.
7. The method of claim 1 , wherein the set of measurements comprise signals in a frequency range of 5 KHz to 500 KHz.
8. The method of claim 1 , wherein the set of measurements comprise signals in a frequency range of 10 KHz to 100 KHz.
9. A system for detecting a kick in a borehole, comprising:
a sonic sensor configured to acquire a set of sonic measurements in the borehole; and
circuitry configured to determine borehole mud slowness from the set of sonic measurements and to compare the determined mud slowness with a selected criterion, wherein the mud slowness is determined from a fluid mode slowness derived from the set of sonic measurements and an asymptotic approach of the fluid mode slowness towards a limiting value in a high frequency region.
10. The system of claim 9 , wherein the fluid mode slowness is determined by:
estimating normalized wave numbers for a fluid mode;
unwrapping the normalized wave numbers to compute the fluid mode slowness for the fluid mode at all frequencies; and
generating a histogram of the fluid mode slowness versus frequency for the fluid mode.
11. The system of claim 10 , wherein the mud slowness is determined by identifying a maximum fluid mode slowness from the histogram.
12. The system of claim 10 , further comprising removing zero value wave numbers from the normalized wave numbers.
13. The system of claim 9 , wherein the sonic sensor is configured to acquire signals in a frequency range of 5 KHz to 500 KHz.
14. The system of claim 9 , wherein the sonic sensor is configured to acquire signals in a frequency range of 10 KHz to 100 KHz.
15. The system of claim 9 , further comprising a telemetry link configured to send a warning signal uphole when the mud slowness exceeds the selected criterion.
16. A system for detecting a kick in a borehole, comprising:
a sonic sensor configured to acquire a set of sonic measurements in the borehole;
processor means adapted to determine borehole mud slowness from the set of sonic measurements and to compare the determined mud slowness with a selected criterion, wherein the mud slowness is determined from a fluid mode slowness derived from the set of sonic measurements and an asymptotic approach of the fluid mode slowness towards a limiting value in a high frequency region; and
the processor means configured to trigger a warning signal when the mud slowness exceeds the selected criterion.
17. The system of claim 16 , wherein the fluid mode slowness is determined by:
estimating normalized wave numbers for a fluid mode;
unwrapping the normalized wave numbers to compute the fluid mode slowness for the fluid mode at all frequencies; and
generating a histogram of the fluid mode slowness versus frequency for the fluid mode.
18. The system of claim 17 , wherein the mud slowness is determined by identifying a maximum fluid mode slowness from the histogram.