Title: GESTUURDE BORINGEN
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?????????? - Make room to install the product
- Compacting technique, compact soils (dry / wet)
- Transport technique, remove soils (wet)
- Turn a non controllable condition in to a
controllable condition - ????? gt Fluid with low of sand
- ????? gt Fluid with low of clay
- ????? gt Fluid with low of rock
- ??? ?? ???????? ?????? ?????? !!!
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!!!!!
7 Flexibility
- To avoid difficulties during the entire process
it is recommended to drill in a smooth line from
A to B. - ???????? ??????? stresses on the rods, tooling
and navigation system - ?????????? stresses on the rods, tooling and
product - Additional stresses on the machine
- Although the technology gives us a high
flexibility in steering we are not really
interested in it!
8????????? ??????????????????
- 1. ??????????
- - 40 50 ?????? ?????? ??????!
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- 3. ???????????????
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- ??????????? (Walk over)
- ?????????
- Only used for large projects
12??????????? ????????? !
- ????? gt ?????? ????????????? ? ?????????????
- ??????? gt ???????? ??????
- ???????? gt ?????????????????? ??????
????????????? ????????
13HDD pullback distance capabilityEstimated
pullback force
14HDD fluid assisted transport
- Main function Turn a uncontrollable formation
in to a controllable formation - ????? gt Fluid with a low percentage of sand
- ????? gt Fluid with a low percentage of clay
- ????? gt Fluid with a low percentage of rock
- ?????????? ???????? ????????
- ??????????????? ?????? ??????
- ???????? ?????????? ??????
- ????????? ?????? ????????
- ??????
- ???????? ???????? ? ????????
- ?????????? (???????????)
15??? ?????????? ? ??????? ?????? ?
B ??????? ??????? S ????? R ??????? R B
S
- ??? ????????? ??????? ?? ?????? ??????? ????????
! - ???????? ?????? ???????????????? ??????
???????????? ?????????? ?????? ! - ??????? ??????? (100) ??????? (75 )
????? (25) - ??? ??????? ?3 ????????? 3 ?3 ???????? ????????
- ????????? ??????? ?????? ????? ????????????????
16Drilling fluid requirements
- Tixotropic behavior
- Fluid when in motion
- Solid when not in motion
- Transport of the cuttings (viscosity)
- Prevent fluid loss in the formation (filter cake)
- Unstable formation
- Less fluid for transport
- Hole stabilization
- Keep the cuttings in suspension (gel strength)
- Cutting encapsuling
- Prevent clay balling
17Drilling with water
- NO Tixotropic behavior
- Fluid when in motion
- Fluid when not in motion
- NO Transport of the cuttings (no viscosity)
- Fluid loss in the formation (no filter cake)
- Hole collapse
- No transport
- No hole stabilization
- No suspension (no gel strength)
- No cutting encapsuling
- Clay balling
18????
- Base component
- Common Contaminants Limits
- Calcium (hardness) 150 ppm
- Chlorides (salt) 500 ppm
- Chlorine (municipal water) 100 ppm
- Treatment
- Calcium Soda Ash at 0.5-2 lb/100 gallons
(0.6-2.4 kg /1000 litres) - Chlorides If high levels exist seek out new
water source - Chlorine Water can be aerated and contaminant
will be released to the atmosphere
19Sodium/Wyoming Bentonite
- High swelling clay.
- Ability to absorb large quantities of water.
- Composed of many stacks of platelets like a stack
of cards. - Expands up to 20 times its volume.
- One inch high contains between 35,000-40,000
layers (stresses good mixing).
20????????
MONOMER
- Filtration Control Polymers
- Reduces filtration rate and invasion
- Improves composition and characteristics of
filtercake (borehole stability) - Shale and Clay Stabilizers
- Encapsulates reactive shale and clay
- Coats exposed formations
MONOMER
MONOMER
JOINED TOGETHER TO FORM A LINEAR POLYMER
MONOMER
21?????????, ?????? ? ??????? ???????????
22???? ??????? ? ????
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- ?????? ??????? (??????? ?????)
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23Soil/rock properties
- ?????
- Strength Stiffness
- Grain size, particle size distribution
- ?????
- Strength Hardness
- Abrasiveness - Silica Content
- Texture - Grain Size
- Density - Porosity
- Amount of Weathering
24Cutting techniques
- Target create particles that can be
removed/transported - Scraping
- Soft conditions/rock
- Point load
- Soft, medium, hard rock
- Impact
- Medium, hard, very hard rock
25???????? ??????? ???????
- Different tools for different ground conditions
- For maximum performance per condition
- RATT single drill head for all ground conditions
- Capable to drill/steer through all ground
conditions, can be slower then other tooling in
various ground conditions
26????????????? ??????? ??????? ??? ???
????????????? ?????? ?????
Trihawk
??????????? ??????? ??????? ? ???????
????
27HDD Cutting edge, Point load
D18X22 Switserland
Rock
RATT
Backfill Soil mix
Rock
28TRI Cone bits
29Navigation walk over !
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- ??????? 5
- - ????? ?0.1- 1
- - ?? ????? 30
- (Eclipse 15)
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- ????????? ? ???????? lt 500 m
- ???????????????? ??????l
- ???????????? ??????? lt 40 m
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30??????????
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- ????? ???????? gt 3x ????? ??????
- ??????????? ???????????
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32Trenchless Cutting edge, Reamers
Cutter reamers Rock reamers Compaction reamers
33??????? ???????????? ??? ????????????????
?????????? ? ??????????
34?????? ??????
Soil factor
??????????? ???????? ???????? ??????? ?? ????
?????? 1 gt 3 ??? ?? ???????? ?????? (?????,
??????, ?????) 4 gt 10 ??? ???????? ??????
(?????, ????????, ?????? ?????)
35????? ?????? ????????????? ??????
36Jobsite equipment overview
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Slurry pump
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- Setup without recycling
- Setup with recycling (entry)
- Setup with recycling (exit)
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38???????????? ???????
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- Atlas boreplanner
- ??????? ???????? Fieldcalc
- ????????
39(No Transcript)
40Questions?????