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bit performance
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Jan 10, 2012, 23:57
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:: DrillingMegaDeck Composite Mats The ultimate rig mats & portable roadway for oil/gas &pipeline projects :: Drill String and Bits :: bit performance
A ut ho r To pi c: b it per fo rm an ce ( Read 19 8 t im es)
mehranLeading Member
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b i t p e r f o r m a n ce Thread Started on Dec 13, 2011,9:36
Hi everybody;
I am managing a project in Sudan and I got a
complaint from my client regarding our RCB
performance. We are using Chinese KingDrill bits in
the 17.5" section with the following parameters:
1) WOB=4-10 tons2) RPM = 90-110 (no PDM)
3) GPM = 700-900
The ROP however does not exceed 6 mph and the bit
usually drills around 300 meters before we POOH.
Its dull condition is usually 3-4.
These parameters seem to me quite normal for
drilling surface hole and the bit isn't so worn out
that the ROP drops heavily (it basically drills its
whole 300 meter lifespan starting with around 5-6
mph and then dropping to 2-3 mph when we POOH).
I wonder if anyone could tell me if there is
something wrong with my parameters or is the bitsimply useless 9as my client insists that it is but
with the embargo in place I don't have much chance
of bringing US manufactured bits)
Cheers;
Mehran
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p u p j o i n tLeading Member
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Re: b i t pe r fo r mance Reply #1 on Dec 13, 2011, 12:16
Mehran,
I realize its top hole and generally less consolidatebut can you give us the type of formation drilled.
Was there a change in lithology as the bit
approached the end of the run ? Information of ROP
m/hr vs formation type, might help. Also can you
give us the full information for bit wear ie: I-O-D-
L-B-G-O-R. I 'm articularl interested in the
To Adve r t i se you r
comp any Cl i ck he re
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you've given us appears to be quite average.
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adoub leukLeading Member
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Re: b i t pe r fo r mance Reply #2 on Dec 13, 2011, 12:25
Mehran,
Unfortunately you don't tell us what sort of
formations you're drilling, nor what IADC code the
bit is.
Regarding your parameters, I suspect you could
benefit from a higher flowrate, if possible.
However, assuming the bit is (nominally) suited to
the formation being drilled, given the ROP and the
dull condition after only 300m, my honest feeling is
that your client is correct, and the bits are rubbish.
Given their provenence, that wouldn't be surprising.
I don't know about the political situation and theembargo in Sudan, but bits carrying a reputable
brand name are manufactured in plenty of places
other than the US: Germany and Gt Britain, for
instance.
AK
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Last Edit: Dec 13, 2011, 12:27by adoubleuk
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mehranLeading Member
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Re: b i t pe r fo r mance Reply #3 on Dec 13, 2011, 13:21
Thanks everyone;
The IADC code for the bits is: 117
The last dull grading was: 4-3-WT-A-E-NO-PR
The formation is medium to fine sandstone inter-
bedded with layers of clay-shale (around 3-4mthick)
I tend to agree with you guys that the bits are not
top notch but I keep wondering if we can squeeze
something more than a miserly 5-6 m out of them (I
am used to drilling surface hole with 20-35 mph and
this is really driving me nuts)
Any help and advice would be appreciated
Cheers;
Mehran
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p u p j o i n tLeading Member
Re: b i t pe r fo r mance
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I tend to agree with AK's reasoning but check the
shaker screens and formation samples under a
microscope for metallic debris...someone could have
dropped something into the hole, albeit it would be
substantial to hold back a 17-1/2" in top hole. How
deep is TD for this section ?
Last Edit: Dec 13, 2011,13:44 by pupjoint
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adoub leukLeading Member
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Re: b i t pe r fo r mance Reply #5 on Dec 13, 2011, 14:37
Dec 13 , 2011 , 13 :21 , m e h r a n w r o t e :
Thanks everyone;The IADC code for the bits is: 117The last dull grading was: 4-3-WT-A-E-NO-PRThe formation is medium to fine sandstone inter-bedded with layers ofclay-shale (around 3-4m thick)
I tend to agree with you guys that the bits are not top notch but I keepwondering if we can squeeze something more than a miserly 5-6 m outof them (I am used to drilling surface hole with 20-35 mph and this isreally driving me nuts)
Any help and advice would be appreciatedCheers;Mehran
Mehran,
An interesting situation. With extra detail you've
provided, there's more scope for ideas.
First off, if you're pulling bits with worn teeth graded
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being the case, get brave and run 'em just a tad
harder, so they're completelyworn out by the end of
the section. More WOB, more pump. I wouldn't
advise increasing RPM, though.
Secondly, the intercalated formation brings other
thoughts to mind, regarding the way the guy on the
brake is reacting. Does ROP suddenly increase in theshale bands, with the driller 'chasing' it, then really
slow down at the next sandstone layer? It might be
a good idea to instruct him to take it slightly easier
through the soft stuff, if that's the case. You may
have a bit-balling problem.
Thirdly, (and I know this might sound corny to the
mud engineers), check your mud properties. If
you're in Sudan and it's top-hole, I'd assume you're
using water-based mud, and not much polymer. If
that's so, make sure your ph is high, something like
10 or so. It may help. Also, keep the mud weight as
low as you safely can, by dilution if necessary,
though that means adding more products to keep
things stable. However, bentonite and caustic arecheap.
Are you encountering high torque?
Regarding PJ's comment, I agree, but only in part.
Because if you're seeing this trend over a series of
runs, it can't always be attributable to potential
junk, especially as your dull grading makes no
mention of junk damage. But (apologies to the
mud-men once more), certainly keeping a very close
eye on what's coming over the shakers is important.
Are you pumping low/high vis sweeps from time to
time? If not, try it, and see what happens when the
sweep comes back. It will indicate whether you havea hole-cleaning problem or not. 900 GPM in 17 1/2"
hole sounds low to me.
But without wanting to seem overly discouraging nor
chauvinistic, the possibility remains that your client
is correct, and that the bits themselves are to
blame. I don't trust anything 'made in China'
downhole, no matter how cheap it is, nor plentiful
the supply. I don't trust their surface stuff neither
(rigs, pumps, etcetera). Nothing against the
Chinese, it's just that they're on a steep learning
curve, but with a long way to go before they
manufacture any oilfield equipment worthy of the
name. Right now they're producing junk which ought
to go straight to the cutting-torch. It might look likea dog and go 'woof', but that doesn't mean it's
necessarily a dog. It might be a wolf. Though when
it comes down to good bit perfomance it's a Wolf you
want, not a Shar-Pei.
AK
Last Edit: Dec 13, 2011, 17:55by adoubleuk
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mehranLeading Member
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Re: b i t pe r fo r mance Reply #6 on Dec 14, 2011, 7:52
Thanks guys for all the feedback;
Let me answer a few more questions so that thesituation will be come a bit clearer:
1) this phenomena has been observed in 3 wells so
possibility of junk is quite remote
2) The interval in question is roughly from 30-600
mRKB.
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drops when we get to the clay/shale beds.
4) We do indeed have a bit balling problem in some
areas and that just cuts the ROP down to 1-2 mph,
but even when we are drilling in a relatively long
stretch of Sandstone (20-30 m) the ROP remains at
around 3-5.
I was quite interested in the part mentioned by AKregarding the mud. The parameters of the mud are
generally reported as follows:
MW=8.9 ppg
Funnel vis = 45 seconds
PV = 11
YP = 28
Gels = 8/10
PH = 9.5
and the mud itself is a simple bentonite mud. My
shaker screen sizes are 40, 40 and 60
Since I am not a mud expert I wonder if anyone can
tell me if these properties can be somehow improved
Cheers and thanks again;Mehran
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Rebel Too lLeading Member
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Re: b i t pe r fo r mance Reply #7 on Dec 14, 2011, 13:55
As everyone keeps mentioning, you seem very light
on the flow. Are you limited by surface equipment?
Normally for 17-1/2" hole I would be thinking
1500gpm, at least something way over 1000gpm.
The kind of flow rates you quote are more typical of
12-1/4" hole drilling.What kind of jets are you using? The old rule of
thumb always used to be to try and use 60% of your
hydraulic horsepower across the bit. That seemed to
fall out of fashion as there was push for more and
more annular flow rates for hole cleaning, but you
don't seem to be in either camp. Are you sure that
you are using enough hydraulic impact to clear any
cuttings away from the bit (you mention bit balling
which seems to confirm my suspicions) and enough
flow to get the cuttings up the annulus. In 17-1/2"
hole, and assuming that you are using 9-1/2" drill
collars, you are very unlikely to get enough AV to go
into turbulent flow with the light thin mud that you
are using.
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b js taa lMember
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Re: b i t pe r fo r mance Reply #8 on Dec 14, 2011, 18:39
Mehran,
I would definitely look into the hydraulics as stated
already in the emails.
Furthermore, if you are managing this project, go
and have a look how they are drilling. What you
read and what you see may be two different things.
Check offset bit data (if available) in your area. I
have never run a Chinese bit and maybe never will;
you have to realise that bits are cheap compared to
your overall rig spread rate. I suggest you run youreconomics too and try perhaps a Western bit
manufacturer. First get your optimum parameters to
drill thru sand and shale and then try to see what
another bit will do for you.
Best of luck.
BJ
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adoub leukLeading Member
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Re: b i t pe r fo r mance Reply #9 on Dec 14, 2011, 18:44
Mehran,
I agree with what 'Rebel Tool' has just said, and I'm
beginning to think that you may well have a
hole-cleaning problem, if it's not the bits themselves
to blame.
Certainly your flowrate is low. But also I find it
curious that the mud PV should be at such a low
value if you're drilling through clays.
Also, at 900 GPM, I'd expect to be running with
shaker screens with a far finer mesh than 40/40/60
without them clogging up.
So I'm starting to suspect you should look closely at
the mud, or more particularly your solids control.You don't mention your sand / solids percentages.
Maybe they're high. If you're drilling intercalated
sandstone beds, some of that stuff might be getting
recycled, and it will eat up your bit, amongst other
things. Are you encountering frequent mud pump
problems such as premature liner/piston wear? If so,
this might tend to confirm such a hypothesis.
AK
Last Edit: Dec 14, 2011, 18:47by adoubleuk
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sk rMember
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Re: b i t pe r fo r mance
Reply #10 on Dec 15, 2011, 17:12
Solids content would be 4%, with an 8.9ppg mud
weight, assuming solids SG is 2.6. That's not too bad
I think for a gel mud (bearing in mind I don't have
any experience outside of western Canada and the
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Joined: Nov2011Gender: MalePosts: 16Location: Canada
garbage bit, and maybe some bit balling. I can't say
anything about the pump rate because I don't think
I've ever been on a rig capable of pumping 900gpm.
I know I've never seen it done. So I don't think I can
comment on things I can't comprehend.
Again, I don't have the global experience so I might
be wrong, but I'd never drill into soft clays with a pHhigher than 8. I don't know what other implications
that would have on your mud. Maybe you wouldn't
be able to get your properties in line without a little
caustic. But I personally make sure that my mud can
be drilled with first, and then optimize it. Mud that
would win a medal doesn't mean anything if you
can't drill a hole with it.
I would like to see a sand content, solids content
and MBT.
Last Edit: Dec 15, 2011,17:13 by skr
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adoub leukLeading Member
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Re: b i t pe r fo r mance Reply #11 on Dec 15, 2011, 19:39
skr,
Obviously we work on different rigs, in different
parts of the world, but also with a different mindset.I'm used to the sort of kit where I can get at least
1200 GPM on 17 1/2" hole. But running a low ph
mud in clays? I don't understand that.
AK
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sk rMember
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Re: b i t pe r fo r mance Reply #12 on Dec 15, 2011, 22:00
Our clays that we drill through here will cause or
mud to turn into a solid with the pH over 9. I don't
know what would happen if we got it over 11,
because that's the environmental cutoff for disposal.
A 12 pH might be a better answer, but then we're
left with a bunch of mud that we can't cheaply get
rid of.
If we keep a low pH we're able to get through the
clays without much trouble, but it comes with the
cost of not running "good" mud. That is, mud with all
the same properties as the program says it should
have. We can run a higher pH but then we have to
run a truckload if inhibitors, and even then it's a
time-sensitive mud that will go to hell in a few days
anyway. If we're going to do that we might as well
just use OBM and have a system we can take with
us from hole to hole.
The alternative is to drill with "floc water": A clear
water system, with calcium at 600-1000mg/l, and
an anionic flocculant added at the flow line or
injected into the centrifuge. The "mud" comes over
the shaker dirty, and into a settling tank to allow
the solids to flocculate and settle out before goingback downhole clean. There's no rheology, and the
hole is cleaned with AV (usually 80-120m/min), and
drilled at 75-150m/hr.
This is what works for us, and it would be the first
thing I'd suggest if I was somewhere else in the
world and dealing with the same problem.
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s h o r t b i t sLeading Member
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Re: b i t pe r fo r mance Reply #13 on Dec 15, 2011, 22:02
A drill bit (of any kind) will only transfer energy...itwon't create any.
I agree with others that you may not have reached
your optimum energy transfer level (mechanical and
hydraulic) to dril l as fast as is possible in your
situation. Any simple drilling hydraulic program will
give you a bell curve for your bit hydraulics, and
then you just have to match up jet sizes accordingly.
Whether it is HSI, HIF, or a percentage of your total
hydraulics, you need to increase your hydraulics,
but not blindly. You can do it with high volume and
moderate velocity in the bit nozzles or lower GPM
and higher velocity in the nozzles.
Have you run any drill-off tests that vary mechanical
imput with a hydraulic constant and then that best
mechanical as a constant with varying hydraulic
levels? Benchmark.
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adoub leukLeading Member
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Re: b i t pe r fo r mance Reply #14 on Dec 15, 2011, 22:30
skr,
That's really interesting, and an approach I didn't
really know about. And obviously in Canada the
environmental concerns are very probably higherthan in Sudan, where Mehran is drilling. And
certainly it wouldn't matter where in the world I
found myself, if I found I needed a ph over 10.5 I'd
be wondering if I had the right mud.
But maybe what you've said could help him
narrowing down whether he's actually got a mud
problem or not, and whether it's affecting his ROP
situation. Other than flowrate, of course.
His posts mention clays/shale bands, where ROP
decreases. I'm wondering if by 'clays' his
mud-loggers might not actually be referring to
claystone, which can actually be difficult stuff todrill, and medium/hard. Especially where there is a
limitation to flowrate, and hence a possibility of
redrilled cuttings. And shows up at the shakers
looking like a clay.
Maybe my reference to ph was completely wrong,
though I have to admit that when it's below 9, I
start to get worried, wherever I am. Unless it's in
Djibouti doing geothermal, where acidity helps, just
so long as the drillpipe will stand up to it.
Not sure I like the concept of 'no rheology', but keep
the discussion up. This old dog likes learning new
tricks!
Mehran,
Maybe as a pointer: when you get bottoms-up across
the shakers after the clay/shale sections, are the
cuttings sticky, clagged-up, clean and separate, or
what?
AK
Last Edit: Dec 15, 2011, 22:38by adoubleuk
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adoub leuk
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Re: b i t pe r fo r mance Reply #15 on Dec 15, 2011, 23:13
Dec 15 , 2011 , 22 :02 , s h o r t b i t s w r o t e :
A drill bit (of any kind) will only transfer energy...it won't create any.I agree with others that you may not have reached your optimum energytransfer level (mechanical and hydraulic) to drill as fast as is possible inyour situation. Any simple drilling hydraulic program will give you a bellcurve for your bit hydraulics, and then you just have to match up jet sizesaccordingly. Whether it is HSI, HIF, or a percentage of your totalhydraulics, you need to increase your hydraulics, but not blindly. You cando it with high volume and moderate velocity in the bit nozzles or lowerGPM and higher velocity in the nozzles.
Have you run any drill-off tests that vary mechanical imput with ahydraulic constant and then that best mechanical as a constant withvarying hydraulic levels? Benchmark.
Wouch!
'Shortbits', you've opened a whole can of worms
here! I hope this won't become a digression that will
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Can you think of any occasion since the mid-eighties
where anyone wasted their rig time performing
'drill-off tests' as such? I certainly can't. You simply
find the 'sweet spot' and then go with it.
And although I agree with you regarding optimum
bit hydraulics vs available flowrate and annularvelocity, that is also being slowly consigned to the
wastebin where it belongs, being 1970's thinking,
when bits were crude, mud was rubbish, and people
thought oilwell drilling was rocket-science.
Our initial questioner, Mehran, came up with a
genuine problem. Rotten ROP, and a startling bit
grading after only 300m of 17 1/2" hole drilled.
Admittedly with a low flowrate. But if that's what his
rig is limited to, changing the bit hydraulics by a
change in nozzle size isn't going to aid him at all. It
may in fact help him to lose a cone, or something
like that.
We may be all going down the wrong track here. A17 1/2" bit should be able to go more than 300m (+
1000 ft before being Pooh graded 4-3. It's possible
that the client is correct, and the bits are no good.
3000ft, maybe, but 1000? No way.
AK
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Rebel Too lLeading Member
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Re: b i t pe r fo r mance Reply #16 on Dec 15, 2011, 23:16
Mehran,
I realise that it is a really long shot, but you haven'tgot access to a sonic log for your well or any offset
wells do you? Failing that, presumably there has
been some seismic work done in the area which
means that someone must have worked out (or
guessed) a sonic velocity for your formations. Sonic
velocity is very closely related to compressive
strength. I'm sure that if you were using one of the
big international bit suppliers they would be able to
analyse the drilling parameters and log data that
you have and translate it into a bit recommendation.
Do the Chinese bit manufacturers provide that kind
of support?
It may just be that you are drilling formation thatjust cannot be drilled much quicker, on the other
hand it might well be that the bit is totally unsuited
or just badly engineered.
I notice that you talk about shales and sands tones
which implies that they are consolidated, cemented
formations rather than soft, unconsolidated clays
and sands.
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Re: b i t pe r fo r mance Reply #17 on Dec 16, 2011, 0:47
Hi Mehran,Just a matter of interest regarding the bit wear....
How is your water return from the well? any losses
encountered?
TM1
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Location:Queensland,Australia
s h o r t b i t sLeading Member
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Re: b i t pe r fo r mance Reply #18 on Dec 16, 2011, 20:34
Well, UK, you found me out. Most of my rig
experiences were before the 80's and I haven't evenbeen to a rig since 2006, but if a guy is lost you
gotta find out where he is first before you guide him
out of the jungle. I didn't suggest that he should do
any drill-off tests...I simply asked him if he had.
Do you think Mehran has found his sweet spots in
WOB/RPM/ and hydraulic horsepower? Is the
formation weight sensitive or RPM sensitive or both?
What jets is he running? 700 to 900 GPM is a pretty
wide range...where is the sweet spot there? Is any
of his bit wear caused from re-drilling of cuttings?
I have never been to the Sudan, but my guess is the
situation there may be a little more primitive thanmost are used to. I guess I better stay out of this
discussion...sorry if I interrupted.
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Re: b i t pe r fo r mance Reply #19 on Dec 17, 2011, 12:43
"I guess I better stay out of this discussion...sorry if
I interrupted. "
'shortbits'
I certainly didn't want to sound 'holier than thou',
and I apologise if that's the impression I gave.
I haven't worked in Sudan either, but I havein
various nearby Central / East African countries. But
the tophole formations didn't really resemble each
other much, unlike the general case in North Africa,
where you can encounter tophole sections with very
similar characteristics extending over hundreds of
miles.
The point you made about the '700-900 GPM' you
noticed aroused my curiousity, as well. Why is it not
a fixed figure, preferably at the top end of that
window? Are Mehran's pumps maxed out, or his
surface equipment such as the solids control?
As mentioned earlier, some of us feel that 900 GPM
is way low for 17 1/2" hole, especially in the
absence of a motor or MWD. So all my comments
implied is that in such circumstances, optimising or
finding a hydraulics 'sweet spot' is probably difficult,
if not impossible to do.
It would be interesting to know what sort of rig
Mehran is operating, and its limitations.
AK
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sk rMember
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Re: b i t pe r fo r mance Reply #20 on Dec 17, 2011, 15:34
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Joined: Nov2011Gender: MalePosts: 16Location: Canada
This old dog likes learning new tricks!
In North Dakota and Montana they drill 6000+m
(~20,000ft) with 9-10ppg NaCl water. They use
beads or liquid lubricants, and viscosified sweeps
maybe every 1000'. There probably is some
rheology to it, but you'll never see it with a regular6 speed viscometer. You just can't get the
measurements precise enough.
For a mud man, it doesn't get much better than a
clear water system. A mud check takes 5 minutes
and as long as the weight's right and it's not dirty,
it's probably good. But this a discussion that should
probably go on in its own thread.
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Re: b i t pe r fo r mance Reply #21 on Dec 17, 2011, 16:15
skr,
Somehow I doubt that high-end products like beads
and quality lubricants are available in Sudan.
However, your comment has jogged my memory. I
wonder if Mehran's client has considered the
feasability of air/foam drilling the top and
intermediate hole sections? Now that is really a way
to make fast hole! Though of course if his bits are
getting so quickly worn with mud as the circulating
medium, I very much doubt they'd last more than a
few hours with foam.
AK
PS There ar eair/foam contractors present in
East/Central Africa. Air drilling has a great
advantage in such countries, that being once the
equipment is in place, the logistical requirements
regarding products, and even water supply, are
greatly reduced: not a negligible factor in that part
of the world.
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mehranLeading Member
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Re: b i t pe r fo r mance Reply #22 on Dec 20, 2011, 9:16
Thanks everybody for your comments;
We do encounter partial to complete losses for the
first 200-250 m of the hole, and quite often we have
pump breakdowns. Bit balling is indeed an issue and
my options as you probably have noticed are quite
limited.
I tend to agree strongly with the observation that
the bit is crap, also if I could increase the GPM the
ROP would probably increase but I still have the
matter of lost circulation to contend with. The
shakers are definitely worth looking into and so are
the mud properties but I am out of my league here
since I am not a mud person.
What I am contemplating doing is to work on the
RPM and see if it is going to work on the next well. I
am planning to use a motor in conjunction with thesame bit and see if I can get anywhere but to be
frank I am not that confident.
BTW, regarding the matter of the drill-off test we
don't do one here and we tend to go with the 'sweet
spot' approach.
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Mehran
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adoub leukLeading Member
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Re: b i t pe r fo r mance Reply #23 on Dec 20, 2011, 13:39
Dec 20 , 2011 , 9 :16 , m e h r a n w r o t e :
Thanks everybody for your comments;We do encounter partial to complete losses for the first 200-250 m of thehole, and quite often we have pump breakdowns. Bit balling is indeed anissue and my options as you probably have noticed are quite limited.I tend to agree strongly with the observation that the bit is crap, also if Icould increase the GPM the ROP would probably increase but I s till havethe matter of lost circulation to contend with. The shakers are definitelyworth looking into and so are the mud properties but I am out of myleague here since I am not a mud person.What I am contemplating doing is to work on the RPM and see if it isgoing to work on the next well. I am planning to use a motor inconjunction with the same bit and see if I can get anywhere but to befrank I am not that confident.BTW, regarding the matter of the drill-off test we don't do one here andwe tend to go with the 'sweet spot' approach.Thanks again for all the supportCheers;Mehran
Mehran,
More and more interesting!
Running a motor in top-hole is often a good idea. It
also acts in some way as a shocksub, though motor
manufacturers don't like to advertise that. But your
dull grades may imply a certain amount of bit
bounce, degrading your inner cutters faster than the
outer.
My advice when using such a setup would be to
ensure that the actual bit RPM (ie surface + motor)doesn't exceed that on your previous wells. This will
certainly involve some hydraulics calculations, given
that some of your power will be eaten up by the
motor, but you still want decent bottom-hole
cleaning, and the same annular velocity, which is
already sounding low. Not easy, but not impossible,
either!
By not changing bit RPM, but supplying it partially
by the motor, you'll have some constant factors in
play. Obviously, you'll be able to see immediately if
the motor improves your ROP. But otherwise, only
one change at a time is the best way to go.
Keep us posted...
AK
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