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Multilevel groundwater monitoring systems

Multilevel groundwater monitoring systems is a science topic covered in the lgStudy science library. This page brings together a partial reference excerpt, illustrations, worked examples, real-world applications and a short study plan, so you can understand Multilevel groundwater monitoring systems rather than just read about it. In short: Multilevel Groundwater Monitoring Systems, also referred to as Multi-Depth Groundwater Monitoring Systems, Multilevel Systems (MLSs), or Engineered Nested Wells, are engineered technologies installed in single boreholes above and/or below the water table to obtain data from different depth intervals. The technologies may consist of various pipes, liners, access ports, sampling pumps, pressure sensors, and sealing me…

Multilevel groundwater monitoring systems — main illustration
Multilevel groundwater monitoring systems — illustration

Key takeaways

  • Multilevel groundwater monitoring systems belongs to science; place it in that map before memorising details.
  • Learn the definition first, then one example that makes the definition concrete.
  • Connect Multilevel groundwater monitoring systems to a quantity you can measure, compute or draw — that is where exam questions come from.
  • Reproduce the core statement of Multilevel groundwater monitoring systems from memory before moving on to harder problems.

Reference excerpt

Multilevel Groundwater Monitoring Systems, also referred to as Multi-Depth Groundwater Monitoring Systems, Multilevel Systems (MLSs), or Engineered Nested Wells, are engineered technologies installed in single boreholes above and/or below the water table to obtain data from different depth intervals. The technologies may consist of various pipes, liners, access ports, sampling pumps, pressure sensors, and sealing mechanisms that are installed temporarily or permanently in boreholes drilled into unconsolidated sediments or bedrock. MLS systems facilitate 1) ongoing measurement and monitoring of depth-discrete water pressures (hydraulic heads) and 2) repeated collection of depth-discrete groundwater samples for chemical testing. Commercial MLS systems are available with as few as three ports (CMT System) to more than 20 ports (MP Westbay and Solinst Waterloo Systems). An essential design element of all MLS systems is that they must prevent hydraulic connection of the various monitored intervals within the wellbore. While installed primarily in water-saturated sediments and rock, MLS systems can also be installed in the vadose zone for the collection of depth-discrete soil gas samples. Hybrid MLS systems can be constructed with some ports in the vadose zone and some ports in the saturated zone.

History

Prior to the 1970s, collection of discrete groundwater samples from multiple depths in the subsurface required the installation of well clusters or nested wells . Well clusters consist of a closely spaced group of monitoring wells, each well completed to a different depth in individual boreholes. Well clusters were first used in the 1950s at contaminated sites. Because there is only one well screen in each borehole, there is little risk of vertical connection between zones. The individual wells in the cluster must be installed near one another (e.g., ≤10 ft. apart), so that the head data obtained from them is a result of variations in the vertical head and not horizontal gradients. Also, care must be taken to avoid installing clusters of wells with overlapping screens and sand packs – this may allow vertical movement of contamination between the wells in the presence of vertical hydraulic gradients. Installation of wells clusters can be expensive because of increased drilling costs associated with drilling multiple borings, especially in fractured rock. Nested wells are wells constructed of two or more well screens and casing assemblies of different lengths installed in a single borehole. The key drawback of nested wells is that it can be difficult to effectively seal the portions of the borehole between the monitored zones. Nested wells were popular in the 1970s but many seal failures occurred. For this reason, nested wells are discouraged or prohibited in many areas. There are typically three separate monitoring intervals in nested wells, although more monitoring intervals have been constructed in very deep monitoring wells. The risk of hydraulically connecting the various monitoring zones is inversely proportional to the thickness of the seals between the monitoring intervals. Thus, shallow nested wells with many monitoring zones are more at risk of hydraulic failure than deep nested wells with fewer monitoring zones. Because of the limitations of well clusters and nested wells and a desire for monitoring more vertical intervals, researchers at the University of Waterloo (Canada) developed a MLS to collect depth-discrete groundwater samples at a landfill site in Ontario, Canada (Pickens et al. 1978). That system, which contained multiple tubes within an outer PVC pipe, was subsequently commercialized as the Solinst Waterloo system. Further improvements to that system included the addition of packers to hydraulically isolate the monitoring intervals. In the early 1980s, researchers used multiple gas-drive pumps installed at different depths in boreholes to collect depth-discrete groundwater samples in a fractured rock aquifer. A commercial version of this gas-drive system, named "Barcad" after its inventors, is available from BESST, Inc. In the mid-1980s, an MLS consisting of multiple ports separated by blank casings was developed. That system, referred to as the Westbay MP system, utilizes a separate tool lowered into the MLS on a wireline to measure aquifer pressures and collect groundwater samples. The Westbay MP System is commercially available from Nova Metrix.

In the late 1980s, researchers in Israel developed a well insert consisting of multiple diffusion cells that could be inserted into a conventional monitoring well to develop vertical profiles of target solute concentrations. This system is not commercially available. In the early 1990s, a team from Science and Engineering Associates, Inc. (SEA) with Argonne National Laboratories developed an instrumentation and fluid sampler emplacement technique for in-situ characterization and fluid monitoring in the vadose zone. Referred to as SEAMIST™, the system was constructed of a flexible liner that was everted into an open borehole. Sand was poured into the everting liner during construction to deploy it to the full depth of the borehole. The sand also acted to keep the liner pressed against the borehole walls. Various sensors and sampling devices could be ported through the liner where they were pressed against the borehole). Mr. Carl Keller acquired the manufacturing rights to the system in 1995 and developed a version that could be deployed below the water table for depth-discrete groundwater monitoring. Referred to as the Water FLUTe (Flexible Liner Underground Technology), the system is commercially available from FLUTe, Inc. In the late 1990s, Murray Einarson, working for Precision Sampling, Inc. in California, developed a continuous multichannel tubing (CMT) system for monitoring up to seven different zones in the subsurface. Development and testing of the CMT system was the focus of Einarson's MSc thesis at the University of Waterloo. The CMT system consists of a continuous length of polyethylene tubing that has seven internal channels or lumens. Custom-designed monitoring zones are created on site by cutting ports into the various channels at specific depths. The CMT MLS is commercially available from Solinst Canada.

Advantages

Multilevel systems offer the following advantages over clusters of monitoring wells and nested monitoring wells:

… excerpt ends here. Continue reading the full article.

Illustrations

Multilevel groundwater monitoring systems: Typical 3 or 7-channel CMT installation using layers of bentonite and sand backfilled from surface
Typical 3 or 7-channel CMT installation using layers of bentonite and sand backfilled from surface
Multilevel groundwater monitoring systems: Waterloo Multilevel System installation within a permanent 4" casing and screen string using typical sand and bentonite/cement placement methods.
Waterloo Multilevel System installation within a permanent 4" casing and screen string using typical sand and bentonite/cement placement methods.

Worked examples

Example 1 — a first encounter with Multilevel groundwater monitoring systems

Start with the simplest possible case. Write down what Multilevel groundwater monitoring systems claims or describes in one sentence, then invent the smallest concrete situation in which that sentence is true. In science, the smallest case is usually a single object, a single equation or a single measurement. Check that every symbol or term in your sentence has a meaning in that case.

Example 2 — changing one variable

Take the situation from Example 1 and change exactly one quantity: double it, halve it, or set it to zero. Predict what should happen to Multilevel groundwater monitoring systems before you calculate. Comparing your prediction with the result is the fastest way to find out whether you understand the idea or only the words.

Example 3 — an exam-style question

Typical questions about Multilevel groundwater monitoring systems ask you to (a) state it precisely, (b) apply it to given data, and (c) explain a limitation. Practise writing all three answers in under five minutes; the third part is what separates a full-mark answer from an average one.

Applications of Multilevel groundwater monitoring systems

In research
Multilevel groundwater monitoring systems appears in science research whenever the underlying quantities have to be modelled precisely. Papers usually cite it as a starting assumption and then explore where it breaks down.
In technology and industry
Engineering practice reuses Multilevel groundwater monitoring systems in design rules, simulations and safety margins. Knowing the idea lets you read a specification sheet and understand why the numbers look the way they do.
In the classroom
Multilevel groundwater monitoring systems is common in secondary-school and first-year university syllabi. It links to neighbouring topics Water wells, so understanding it makes those chapters shorter.
In everyday life
Look for Multilevel groundwater monitoring systems outside the textbook — in sport, cooking, traffic, electronics or the sky above you. An example you found yourself is remembered far longer than one you were given.
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How to study Multilevel groundwater monitoring systems in 20 minutes

  1. Read the reference excerpt below once, without taking notes.
  2. Close the page and write down what Multilevel groundwater monitoring systems means in your own words.
  3. Compare your version with the excerpt and mark what you missed.
  4. Work through the three examples above with pen and paper.
  5. Explain Multilevel groundwater monitoring systems out loud to somebody else — or to Teacher Smith in the lgStudy chat.

Frequently asked questions

What is Multilevel groundwater monitoring systems in simple terms?

Multilevel Groundwater Monitoring Systems, also referred to as Multi-Depth Groundwater Monitoring Systems, Multilevel Systems (MLSs), or Engineered Nested Wells, are engineered technologies installed in single boreholes above and/or below the water table to obtain data from different depth interval…

Why does Multilevel groundwater monitoring systems matter?

Because it connects several science ideas at once: it gives you a definition you can apply, a quantity you can calculate, and a way to check whether a result is plausible.

How should I study Multilevel groundwater monitoring systems?

Read the excerpt, restate it from memory, then work through the examples and applications listed on this page. The five-step study plan above takes about twenty minutes.

What does this page cover?

It gives you a compact reference excerpt plus original lgStudy explanations, examples, applications and study material on Multilevel groundwater monitoring systems.

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