Introduction
This discussion of relative merits is offered in an effort
to help the potential user of multi level water sampling systems to be aware of
the factors important to the performance of a multi level sampling system.Each of the several systems available
has advantages that may or may not be important to the application. Likewise, there are some significant
disadvantages, such as cost, for some of the systems compared. However, it is often easy to show that
a multi level sampling system is a good value in the remediation and monitoring
application compared to cluster or nested wells.
We build and sell FLUTe systems, we believe that they score
very high in this comparison.
However, we are happy to let the facts and the user determine the best
design for the application. No
single system is the best for all applications.
Any multi level sampling system on the market claims to be
able to obtain samples at discrete levels. Those which do not provide vertical isolation in a hole or
well (e.g., the micro purge, diffusion samplers, or bailer methods) are not
considered legitimate multi level sampling methods, since they require the
absence of any vertical gradient in the hole. Those are better considered minimum purge methods.
A multiple level sampling system must provide isolation of
each sampling point. How well the
sampling points are isolated is a strong measure of the system worth. Other factors are also important, such
as:
Since the requirement to case the hole limits sampling to
only the screened sections of the hole, the more generally useful system can be
used in an uncased hole. There are
many holes that are unstable (e.g., in alluvium, below the water table). The ability to install a multilevel
system in unstable holes is a special advantage. This comparison is limited to the stable uncased hole. There is also a separate question of
the seal quality of a grouted, cased hole in some situations such as a Karst
formation.
Since shallow wells are relatively inexpensive, the multi
level systems are more useful at depths greater than perhaps 50 ft. Also, the cost per port is much better
than separate wells (e.g., cluster wells) at greater depths.
The first requirement is vertical isolation and therefore
hole seal quality. The next most
important feature seems to be the initial cost. A third level of concern is the ease of installation (also a
cost factor). A fourth level of
concern is the ease of sampling (again a cost factor). Since there are so many other
variables, the order is not so easy to define. It seems necessary that any system allow head
measurements. In some cases, the
head measurements are more desirable than the sampling capability.
The multi level sampling systems considered in this
discussion are the Solinst/Waterloo, Solinst/CMT, Westbay, and FLUTe
systems. (FLUTe is a trademark for
Flexible Liner Underground Technologies.)
The first three are "pipe" and packer systems, but the first two are sometimes grouted in. The FLUTe system is a continuous packer/liner system. For more information on these systems,
contact the manufacturers. Nested
well systems have been around as long as water wells and are not considered in
this discussion. Beyond 2 sampling
intervals, nested wells are very dependent upon the ability to obtain a poured
seal with many pipes in the hole.
Furthermore, nested wells are not removable as the list above may be. One should consider all options
including single wells and drive points.
Vertical Seal
The two approaches of the commercially available systems for
sealing the hole are straddle packers (the traditional approach) and the
continuous liner (the FLUTe approach).
In a pipe, the straddle packers are probably excellent seals. In a borehole of fractured rock, or
alluvium, with vertical flow in the formation, the straddle packer approach is
more uncertain, since the flow paths in the medium determine whether the
packers are a good seal. Those
flow paths are often unknown.
Also, the straddle packers must be located in a relatively smooth and
circular portion of the hole to seal at all. A paper available under Publications addresses the
question of packer impedance to flow versus the liner impedance and compares
that to other sealing methods.
The FLUTe technique uses a flexible liner (usually a coated
fabric) to seal the hole much like a continuous packer throughout the entire
hole. The continuous liner is
larger than the hole diameter to assure a seal in the nominal bit-size portions
of the hole. Rough, or washed out,
portions of the hole are not well sealed by a continuous liner, but all other
portions are relatively well sealed.
Even in the rough walled sections of the hole, the inflated liner offers
impedance to vertical flow. A video
is available of the interior of a FLUTe liner sealing a hole in fractured rock
(ask for it at
).
In uncased holes, we believe that the continuous seal is better than the
discrete packer approach.
The effect of vertical leakage with either type of seal is
dependent upon the amount of leakage or the leakage rate. None of the sealing methods are likely
to be perfect or absolute seals.
For head measurements, the vertical leak rate must be much less than the
horizontal flow rate at the level of the head measurement. In other words, the head at the
measurement level must be dominated by local conditions.
For sampling purposes, the vertical seal must be much better
in that the introduction of contaminants at the sampling level via vertical
flow in the hole is not allowed.
However, it is not necessary for the impedance of any vertical seal of
the hole to be greater than that of the geologic material which was removed in
the drilling process. It is
certainly not desirable to have the vertical flow in the hole to be such as to
allow the vertical spread of contamination preferentially via the hole.
It is clear that the seal required is medium dependent, but
it is not good to have a long open hole in an uncased medium even under
circumstances of presumably well known medium properties. Medium properties are usually not well
known. This factor is important in
the ranking of multi level system sealing capabilities. We believe that the FLUTe continuous
liner and installation procedures (there are several) are especially well
suited to Karst conditions.
Ease of installation
A continuous coiled system is usually easier to install
directly into the hole than one made up from a pile of piping and
components. The FLUTe system is
shipped on a reel from which it can be directly installed into the hole. The Solinst/CMT system is coiled in
shipment, but must be extended on a clean surface near the well for assembly
prior to installation. The Solinst/Waterloo
system and the Westbay systems are assembled from piping and lowered into the
well as they are built. An
inherent advantage in a system that is fully assembled in the factory is that
the seals of all components can be checked. A system assembled in the field is usually difficult, if not
impossible, to leak check in the assembled state in the hole. Some kinds of leakage may be easy to
assess (e.g., the packer integrity), but the sampling system plumbing is much
harder to assess in the field. The
possibility of field assembly leaks becomes worse in very cold and unpleasant
field circumstances. The FLUTe
system is fully leak checked after assembly in the factory prior to
shipment. Any leakage from the
FLUTe liner is easily measured by tagging the water level in the liner after
installation. There are several
easy remedies to leakage of a FLUTe system if leakage is observed.
Ease of sampling
There are many methods of sampling used in multi level
systems. The most simple is the
bailer approach in which a valved tube is lowered into the tubing to capture a
sample. Next is the "grab
sample" using an evacuated chamber
and a needle or valve to allow the water to be drawn into the chamber. An inertial pump system uses a check
valve and motion of the "chamber" (usually a pipe) to catch the water and pump
it to the surface. A peristaltic
pump is often used to "suck" the water from the well. (This is not popular with most regulators for
volatiles.) Another method is to
force the sample to the surface via a driving gas pressure. Such pumps are the single and double
valve pump systems and the bladder pump system. The bladder pump does not allow the contact of the driving
gas with the sample water, and hence, it is less likely to aerate the water
sample. However, the aeration of
the sample water can be avoided by the proper procedure and pump design for the
single and double valve systems.
In most cases, the system must be purged of the water that
is in the sampling system and in the well bore isolated by the system. The grab sample technique assumes that
the water in the well bore is in equilibrium with the formation. The grab samples are relatively small
compared to what exits in the open
well.
The ease of use of the several sampling procedures depends
upon several important factors.
One is the rate of recharge in the system from the formation. Another is the depth of the water
table. Below about 20 ft., the
peristaltic pump is not an option.
Below 50 ft., the inertial pumping system is a lot of work. This is not intended as a discussion of
the many pumping methods. However,
it is useful to know that some systems allow many more pump and sample
collection procedures than others.
Since the time spent in the field sampling is a direct labor
cost to the system use, the labor-intensive techniques are not attractive. The same is true for the equipment
intensive systems. If very special
training is needed, and/or the samples can be violated by the complexity of the
sampling procedure, it is also not attractive.
The relative ranking of the several systems should be done
according to the sampling method, since several methods are possible with most
of the sampling systems.
The FLUTe system has the relatively unique capability to
sample a large volume per stroke from a port located just beneath a deep water
table (e.g.,100-1000 ft) in a deep hole.
FLUTe also has a staged pumping design for sampling at several
thousand-foot depths with relatively large flow rates. FLUTe also has the ability to sample
all ports simultaneously with a common pumping pressure. This reduces the sampling labor to
little more than that of a single port.
Field adjustment of the sampling interval
Traditionally, the common water well screen can be located
wherever the driller and his customer decide to locate it. That is also possible with some of the
multi level systems if the proper parts are in hand for the installation. The straddle packer systems are built
in the field from the parts in hand.
The FLUTe system continuous liner is not readily built in
the field. More often, the
borehole is sealed with a blank liner immediately after the drilling is
complete and the proper liner is ordered after the core has been examined and
any geophysical logging runs have been made. In fact, many holes can be drilled in this manner before the
sampling levels are selected. The
blank liner adds to the cost, but it also minimizes any vertical migration
while the sampling levels are being selected. The blank liner is removed and the sampling liner is
installed relatively quickly. This
accumulation of holes to be sampled, sealed or otherwise used, allows a great
deal of economy when drilling and when bringing the logging trucks to the site
for one series of measurements in the several holes. This is possible with the use of the blank FLUTe liner. The liner is fully reusable in other
holes.
Purge volumes
None of the systems considered here have large purge volumes
associated with the sampling.
However, only the FLUTe system allows the borehole to be thoroughly
purged while the system is being installed. The straddle packer systems have a large volume of water in
the borehole between packers (large relative to the sample volume). This captured volume is subject to
alteration by the remaining drilling fluids in and near the hole. For the FLUTe system, essentially all
of the water in the hole is inside the liner and is not in contact with the sample
water. Hence, it does not need to
be purged.
Number of sampling ports
The number of sampling ports on the Westbay system is without
limit, since a port is simply added to the pipe string with the associated
packers for isolation. The FLUTe
system allows as many sampling tubes as will fit in the hole, and so it is hole
size dependent. However, 6 ports
were installed in a three-inch hole and 15-20 are possible in a 6-inch
hole. The Solinst/Waterloo system
and the Solinst/CMT system are limited to 6 and 7 ports respectively. The cost increase per port is very
dependent upon the system. An
interesting number is the cost per ft per port as a function of depth or number
of ports. These numbers are about
$6-7/ft/port for deep FLUTe systems with many ports. The prices are unknown to us for the other systems. Clearly, these are very competitive
numbers for comparison with cluster wells.
Leakage
Leakage is a concern for all of the multilevel systems. (It is naive to assume that leakage is
not a concern with cluster wells.)
Under the best circumstances for each system, it can provide a very good
seal of the hole against vertical leakage. Since all of these systems depend upon a pressurized
bladder/liner for the seal, the pressure continuity must be a reliable feature
of the design. In other words, the
pressure system must not leak (i.e., the joints in pipe sections, coating of
liners, the connectors of all tubing.)
We do not know what the fall back position of the several other systems
is, but the FLUTe liner is easily filled with a sealing material (e.g., a
Bentonite slurry) if a leak should be detected in the basic liner (or the liner
is easily removed for repair). Tests have shown that the seal of a small leak
can be very effective with a lean Bentonite slurry that does not prevent the
easy retrieval of the liner in the usual inverting manner. Leaks in FLUTe liners are surprisingly
rare.
Removable
It is clearly an advantage to be able to remove a multilevel
sampling system for a variety of purposes ranging from other use of the hole to
repair, or for repositioning of the sampling intervals. Removal is often associated with the
risk of getting stuck.
By the nature of the everting FLUTe liner installation and
inverting liner removal, the entire hole is supported against collapse while
the liner is in place. Even when
the liners were incorrectly removed, and the inversion procedure was
frustrated, the liners could be collapsed by pumping out all of the water in
the liner, and the liner hauled from the hole like a rope.
Straddle packer systems are emplaced and removed by raising
or lowering a string of packers in the hole. The chances of a hole slough trapping a packer is much
higher than the chance of trapping an inverting liner.
Partially obstructed holes
In some situations, there are partial obstructions in the
holes to be sealed. A surface
casing smaller than the drilled hole below the casing is a common situation in
domestic wells. In other situations,
the hole may have suffered a partial collapse that leaves the hole at less than
its original size. Only the FLUTe
system can be deployed into a hole of half the diameter of the liner, as long
as the tubing bundle (controlled by the number of ports) is not too large.
The FLUTe system also allows the installation of a sampling
liner into a hole already sealed by a blank FLUTe liner. That allows a hole to be sampled
anywhere, anytime, without loss of the sealing and supporting function of the
original liner. (called the Duet
technique, patented)
These capabilities do not exist for the straddle packer
methods.
Reliability
This characteristic has many aspects, but generally it
relates to the durability of the system in its intended function. Is it well designed to stand the
mechanical loads expected in emplacement, during its use, and when
removed? Are the components made
of durable materials of long life expectancy or of plastics and elastomers that
may age too quickly? Most
multilevel systems contain some elastic sealing materials. Some use o-ring seals, gaskets, and
tubing fittings that must endure for the expected lifetime. Seals assembled in the field and
untested are less reliable than those that are assembled indoors under
controlled conditions and tested fully assembled in the system. Underwater, and in boreholes, there is
not the assault of UV radiation except at the wellhead. Plastic components at the surface must
be covered. Is the system likely
to suffer decomposition under the attack of some contaminants? Some contaminants are very aggressive
and attack most plastics and elastomers except Teflon, Viton and similar very
expensive materials. In solution
at low concentrations, the threat is usually much less. Is absorption in the system likely to
lead to misleading results? Some
designs and some procedures avoid the cost of totally inert systems. Does the
sampling procedure violate the sample quality?
FLUTe provides a PVDF (better than Teflon) tubing system. Extensive data is available on the resistance of the FLUTe
materials to common contaminants.
Complexity and the requirement that moving seals must always
function generally degrade the reliability.
These are all factors that affect the reliability of the
system. Long use does not by
itself justify further use. PVC
water wells have been used a long time, but are still not the best
solution. A measurement with a
poor hole seal, if not recognized, might be assumed to be a good measurement of
wide spread contamination. A major
weakness of all sampling systems is that it is not easy to prove good isolation
in a permeable medium.
Each manufacturer of these multi level sampling systems
should be able to provide an answer to the questions of reliability related to
hole seal, fabrication procedures, longevity of components, failure rates of
pumping systems, and the like. We
have heard of occasional discontent with all of the systems considered here
under certain conditions. The user
must assure himself that those problems have been addressed or are not related
to the planned use. It is useful
to remember that the traditional water well, with the longest history of use,
is also problematic in some conditions such as Karst formations.
It is noteworthy that cluster wells are entirely dependent
upon the seal quality of the grout job of each well, and many grouted casings have
been found to leak.
Horizontal holes
Sliding a packer system into a horizontal hole is difficult,
if not impossible, unless the hole is smooth, stable and relatively short. Installation of the everting FLUTe
liners into horizontal holes is common for distances to over 400 ft. The larger the hole diameter, the easier
the installation. Horizontal holes
as small as 3" diam. are relatively easy for everting liners.
Relative merits might be scored in a table for each
system. But the ranking is
debatable depending upon the explicit situation. Of more value may be the listing of characteristics that
should be considered in the selection of the system best suited to one's own
situation. In that table, one can
rank each candidate system in all of the above categories without the problem
of ill-defined circumstances.
Prepared by Carl Keller, of Flexible Liner Underground
Technologies, to aid in the comparison of the several methods and to clarify
the FLUTe system characteristics.
Comments are welcome. PH. 888-333-2433.
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