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7 Icruise Downlink Analysis

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DOWNLINK ANALYSIS

DOWNLINK ANALYSIS
HMS and
Post-Drilling iCruise docs
Procedures

Best practice Tool Theory


Troubleshooting

Pre-Job
Vibration Mobilization

Downlink Analysis Pre-Drill


Procedures

GeoSpan Drilling
Operations

iCruise
CruiseControl

© 2018 Halliburton. All rights reserved.


Learning Objectives

 At the end of this session, you should be able to

 Describe how a pulse is detected by PWD


 Describe Z’s functionality
 Analyze downlink troubleshooting

© 2018 Halliburton. All rights reserved.


GEO-SPAN® Downlink Schematic

© 2018 Halliburton. All rights reserved.


General Information

 The downlink system is designed to communicate from the surface to the


downhole tool string
 Geo-Span® - Bypass of mud from SPP – Creates a low frequency negative
pulse
 PWD tool detects the downlinks and calculates the time between pulses
 The same pulsing scheme is used to MPT – Negative Pulse detection
 Downlink communication allows modify downhole parameters or setting
while drilling

© 2018 Halliburton. All rights reserved.


General Information

NOTE:

 The downlink threshold setting is NOT in units of pressure.


 All the Z’s are in correlation units, which represents how well the
downlink pulse shape correlates or matches the hard-coded pulse
reference
 Higher correlations values indicate a stronger relation between them.

© 2018 Halliburton. All rights reserved.


Downlink Pulse Amplitude

 Keep in mind that for the downlink pulse, the difference in pulse amplitude
between the surface and PWD is not due to attenuation but primarily due to a
significant difference in flow resistance between the surface to bottom as
compare to PWD to bottom.

 The 200 psi pressure (Busmaster) and 500 psi (Slave mode) drop below the
PWD is a good default recommendation to follow because it provides a good
amplitude pulse without having to bypass excessive fluid through the skid.

 Pressure drop below the PWD and percentage fluid bypass control the pulse
amplitude.

© 2018 Halliburton. All rights reserved.


Downlink Pulse Amplitude

 Amplitude = (Qclosed^2 – Qopen^2) x (R below PWD)

 Qclosed = Flow through drill string when NOT pulsing


 Qopen = Flow through drill string when pulsing
 (Qclose – Qopen) = flow through skid
 R below PWD = flow resistance below the PWD tool

 BYPASS (%) = 1- ((P1-P2/P1)^0.5)

 P1- Stand Pipe Pressure while drilling (Choke Closed)


 P2 – Amplitude of pulse on surface during downlink

© 2018 Halliburton. All rights reserved.


Geo-Span® / RT PWD Data

 Z1 - Std Dev Valid Pulse Amplitude

 Z2 - Mean Valid Pulse Amplitude

 Z5 - Number of Detected Pulses

 Z6 - Std Dev Correlation Waveform

 Z7 - PWD Threshold Setting

© 2018 Halliburton. All rights reserved.


Z7 – PWD Threshold Setting

This parameter is the value of the Downlink Threshold Setting. The Setting should
be monitored when changing the downlink Threshold using the Threshold
Correction command to ensure that the setting is set at the proper value.

© 2018 Halliburton. All rights reserved.


VDF Data Items Related to Downlink

 The PWD threshold (Z7) is not a fixed value.

 The deeper becomes, more difficult turns to physically send downlink to the PWD
downhole.

 There isn't a rule of thumb to determine if the threshold will always increase or
decrease. We have to analyze the data that we have and choose the best option.

 It’s import to follow all these values (Z1, Z2, Z5, Z6, Z7) on real-time while drilling to
avoid downlink problems. An analysis of the values will help to take the right
decisions preventing and solving downlink problems

If there is not enough prior field experience setting up PWD threshold, the iCruise® PWD
downlink threshold setting should be set to 350 correlations unit (CU) higher than the external
PWD downlink threshold. For example, if external PWD downlink threshold is expected to be 300
CU, iCruise PWD downlink threshold should be set to 300+350 = 650 CU.
For all iCruise® firmware versions prior to Bundle v.314A, the PWD downlink threshold cannot be
changed through downlink while using the iCruise® PWD sensor.

© 2018 Halliburton. All rights reserved.


Z2- PWD Mean Valid Pulse Amplitude

 This parameter is the mean (average) of pulse amplitudes of all detected in a


valid downlink message by PWD.

 This parameter is only update if a downlink message is detected as valid (passes


the parity check). Otherwise, the parameter will repeat the value calculated for
the last valid downlink message.

 Pressure drop below the PWD and percentage fluid bypass control the pulse
amplitude.

 If this parameter is approaching the downlink threshold setting, the choke size
and/or flow rate in the downlink skid should be increased to generate a higher
pulse amplitude, which will generate a higher VPA(valid pulse amplitude).

© 2018 Halliburton. All rights reserved.


Z2- PWD Mean Valid Pulse Amplitude

 Ideally, the mean VPA should be at least 150-200 correlations units above the
downlink threshold setting (Z7).

Calculating Z2:

 The Z7 is set to 250 correlation units. A downlink message was detected and
passed the parity check. The message transmitted 4 pulses. The four pulses
amplitudes of the four peaks detected are 480, 475, 490 and 510.

Z2 = (480+475+490+510/4 = 488.75 (correlation unit)

 Note that, in this case, Z2-Z7 (488.75-250) > 150.

© 2018 Halliburton. All rights reserved.


Z2- PWD Mean Valid Pulse Amplitude

Z2 –INSITE DATABASE- PWD DL Diag VPA

Z2 increased
from 382 to 473

© 2018 Halliburton. All rights reserved.


Z1- PWD Standard Deviation (SD) Valid Pulse Amplitude

 This parameter is the standard deviation of the pulse amplitudes of all peaks
detected in a valid (parity passed) downlink message detected by PWD.
 A smaller SD (less than 50) indicates that the amplitudes of the downlink
pulses are steady and consistent.
 A larger SD deviation (greater than 50) indicates that the amplitudes of the
downlink pulses are irregular and inconsistent.
 This parameter is only updated if a downlink message is detected as valid
(passes the parity check). Otherwise, the parameter will repeat the value
calculated for the last valid downlink message.

© 2018 Halliburton. All rights reserved.


Z1- PWD Standard Deviation (SD) Valid Pulse Amplitude

 Based in the first example, for detected pulse, 480- 475- 490-510 correlation units,
calculate Z1:
• Average = Z2 = 488.75 • ∑ (189.02 + 76.56+1.56+451.56)/(4-1)

• (475 – 488.75)^2 = 189.02 • SD= 15.47 (in correlation unit)

• (480-488.75)^2 = 76.56

• (490 – 488.75)^2 = 1.56

• 510-488.75)^2 = 451.56
© 2018 Halliburton. All rights reserved.
Z1- PWD Standard Deviation (SD) Valid Pulse Amplitude

Z1 decreased
from 82 to 77

© 2018 Halliburton. All rights reserved.


Z5- PWD Number of detected Pulses (NPD)

 This parameter is a count of the number of pulses detected by the PWD tool.

 The counter has a range from 0 to 255. When counter reaches 255, the next
detected pulse will roll the counter back to 0 and then continue incrementing for
subsequent detected pulses.

 A detected pulse is declared when the cross-correlation signal exceeds the


downlink threshold setting (Z7). This parameter is very helpful in determining if
pressure noise is exceeding in downlink threshold setting.

© 2018 Halliburton. All rights reserved.


Z5- PWD Number of detected Pulses (NPD)

Each time the parameter is pulsed to the surface, the difference between the new
real-time parameter and the last real-time parameter is the number of detected
pulses during the time between the two real-time parameters.

© 2018 Halliburton. All rights reserved.


Z5- PWD Number of detected Pulses (NPD)

 The value of this parameter should not increment between two real-time updates
unless there was a pump cycle or a Downlink message initiated from the surface.

 If downlink was NOT send or cycle pumps were NOT applied and NPD is
increasing, pressure noise is exceeding the Z7.

 Z7 should be increased using downlink the Downlink Threshold Correction


command until the setting is above the amplitude of pressure noise.

© 2018 Halliburton. All rights reserved.


Phantom Pulse

 A pump cycle may generate up to 2 phantom detected pulses

 The pressure spike generated when bringing the pumps up and shutting the pumps
down usually causes a phantom detected pulse.

 This phenomenon may or may not occur on every pump cycle.

© 2018 Halliburton. All rights reserved.


Z6- PWD Standard Deviation Correlation Waveform

 This parameter is the standard deviation of the correlation waveform for the
pervious five minutes of pump-on data.

 The value of this parameter is only useful when NO downlink messages were
initiated five minutes prior to the real-time parameter being detected by Insite

 Z6 is used to determine if noise amplitude could cause false pulses or/and


corrupt valid downlink messages.

© 2018 Halliburton. All rights reserved.


Z6- PWD Standard Deviation Correlation Waveform

 If no Downlink messages were initiated during the previous five minutes, the
standard deviation multiplied by three (also written 3 sigma [σ]) will indicate the
approximate of pressure noise.

 The correct course of action would be to increase the downlink Threshold setting
by at least 100 correlation units above the Z6*3. In other words, ideally, Z7 ≥
100+Z6*3.

 Bear in mind that Z6 is only valid with NO downlink is sent during the five minutes
after pipe connection and/or pump cycle.

© 2018 Halliburton. All rights reserved.


Z6- PWD Standard Deviation Correlation Waveform

Z6 Example

Z6 is 17 units. Thus Z7
≥ 100 + 3*17

© 2018 Halliburton. All rights reserved.


Message Log Viewer
(Session Log)

Z1
Z2
Z7

Z5

Z6

© 2018 Halliburton. All rights reserved.


Geo-Span / PWD

800
Z5 1 2 3 4 5 6
Z1 Std Dev VPA
600
Z2 VPA Mean

400
Z7 PWD Threshold
200
3 x Z6 – Std Dev Corr WF
0

-200

-400

-600
0 50 100 150 200 250 300 350

© 2018 Halliburton. All rights reserved.


Geo-Span / PWD

600 Z2

400 Z7

3 x Z6
200

90% of Background Noise is under 3 x Z6 when not downlinking


-200

-400

-600
0 50 100 150 200 250 300 350

© 2018 Halliburton. All rights reserved.


Geo-Span / PWD

 General Rules
 Detection Threshold Default of 250
 Threshold should be 100 units above three times Std Dev of Corr
Wave (Z6)
 Aim to have a VPA Mean (Z2) 150 to 200 units above Threshold

 Number of Detected Pulses


 Runs from 0 to 255 and wraps round
 Adds one for every valid and invalid pulse detected
 Adds 2 for each pump cycle (phantom pulses)
 If increasing while not sending then you are picking up noise - Raise threshold.

© 2018 Halliburton. All rights reserved.


Geo-Span / PWD

600
VPA Mean
3 x VPA Std Dev
500
16 Jet 18 Jet

400
Correlation Counts

300
DETECTION THRESHOLD 250

200

100

0
2000 2500 3000 3500 4000 4500 5000
Depth

© 2018 Halliburton. All rights reserved.


Downlink Analysis (Rea-Time Monitoring)

© 2018 Halliburton. All rights reserved.


Downlink Analysis (Rea-Time Monitoring)

© 2018 Halliburton. All rights reserved.


Downlink Analysis (Rea-Time Monitoring)

© 2018 Halliburton. All rights reserved.


The Downlink Advisor™

 The Downlink Advisor feature has been introduced within INSITE 9.2 Service Pack 3 in order to fill the
gap and provide knowledge and the tools necessary to maintain downlink health in all runs.

 It is mandatory to use it in all jobs where downlinks are being sent and it is open within RT Manager
application in INSITE.

 Once RT Manager is open, the Downlink Advisor Chart will also be open by default and it will update
with all historical PWD diagnostic data (Realtime) from current run. If user wants to focus on latest
drilling activity he can zoom in to the latest portion of the chart.

© 2018 Halliburton. All rights reserved.


The Downlink Advisor™

Z7 & Z2 & Z1

Z7 & Baseline line (Z6x3)

© 2018 Halliburton. All rights reserved.


The Downlink Advisor™ - Invalid” Baseline Noise (Z6x3) Chart Representation

 Advisor is considering Z6 valid when received X minutes after “Detection Enabled” is seen:

o X = 5 min for pump cycle events.

o X = 8 min for Downlink events. Eight minutes was chosen for the downlink event logics
implementation to account for time differences when a Downlink finishes being sent.

 Two main actions are being perform in the chart to differentiate valid vs. invalid baseline noise (Z6x3) if
Z6 is received within 5 or 8 minutes of a pressure event:

o It is plotting Baseline Noise (Z6x3) with BLACK dots instead of regular color.

o It is NOT plotting the potential threshold optimization zone (Bottom Yellow) but rather considering
the neutral (Dark) zone.

© 2018 Halliburton. All rights reserved.


The Downlink Advisor™ - Invalid” Baseline Noise (Z6x3) Chart Representation

 It is plotting Baseline Noise (Z6x3) with BLACK dots instead of regular color

 The dark zone surpasses any bottom-yellow zone along with black dots – indication that during this
period, any Baseline noise (Z6) is invalid. – Example of Invalid CW after pumps-on (5min)

© 2018 Halliburton. All rights reserved.


The Downlink Advisor™ - Invalid” Baseline Noise (Z6x3) Chart Representation

 Green Bar – Indicates a Downlink was sent


and a “Success” reply was received.

 Orange Bar – Indicates a Downlink was


sent and a “Timed-Out” reply was received.
A Timed-Out bar is plotted in orange as it
can be indeed a miss (if downlink was not
received) or actually a false Timed-Out (if
downlink was received downhole but reply
was not decoded on surface).

© 2018 Halliburton. All rights reserved.


The Downlink Advisor™ - ALARMS

 Baseline Noise Too High – It is plotted when valid Baseline Noise approaches the Threshold within
the No Go zone (Middle Red).

 VPA Too High – It is plotted when Mean VPA enters the VPA No Go zone (Top Red).
© 2018 Halliburton. All rights reserved.
The Downlink Advisor™ - ALARMS

 If the user hovers the mouse pointer


towards any of the zones, the messages
described below will show up and can be
used as guidance for actions to perform.

• INSITE 9.2 Service Pack 3 also reinforced the


GeoSpan nozzle size information capture, which is
now called for within the Downlink server window
under Configure/Parameters.

• It is mandatory to enter a nozzle size when


choosing GeoSpan skid as the Downlink system.
© 2018 Halliburton. All rights reserved.
Knowledge Check

According with the scenario below, verify and explain if the DL quality control
variables are according with the basic rules for PWD DL detection:

© 2018 Halliburton. All rights reserved.


Workbook Exercise / Game Plan project

1. Individually answer the questions in practical 6 of your workbook

2. Update the Game Plan based in the learning content covered in this section.

© 2018 Halliburton. All rights reserved.


Questions?

© 2018 Halliburton. All rights reserved.


DOWNLINK ANALYSIS
HMS and
Post-Drilling iCruise docs
Procedures

Best practice Tool Theory


Troubleshooting

Pre-Job
Vibration Mobilization

Downlink Analysis Pre-Drill


Procedures

GeoSpan Drilling
Operations

iCruise
CruiseControl

© 2018 Halliburton. All rights reserved.


Finished

© 2018 Halliburton. All rights reserved.

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