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Aquifer Storativity (Confined Aquifer)

Storativity (or storage coefficient) is the volume of water a confined aquifer releases from storage per unit surface area per unit decline in water level. It equals specific storage times the aquifer thickness. For example, a storativity of 0.001 means that for every metre the water level drops, the aquifer releases 1 mm of water over its entire area. Confined aquifers have very low storativity because the rock is already saturated and water comes mainly from compression. It is a key parameter in well test analysis.

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Aquifer Storativity Calculator — Confined Aquifer

Solve the confined-aquifer storage relation S = Ss · b for any of its three unknowns — storativity, specific storage or aquifer thickness — with step-by-step math, a live cross-section schematic, and companion metrics including water released from storage and aquifer compressibility.

S = Ss · b · Ss = ρw·g·(α + n·β)
Solve for
Specific Storage (Ss) Volume of water released from a unit volume of aquifer per unit decline in head. Units are 1/length (m⁻¹). Typical confined values: 10⁻⁶ – 10⁻⁴ m⁻¹.
×10⁻⁶ m⁻¹
Specific storage must be greater than zero.
Aquifer Thickness (b) Saturated thickness of the confined aquifer. Storativity scales directly with thickness because a thicker aquifer contains more compressible material per unit area.
m
Thickness must be greater than zero.
Storativity (S) Dimensionless storage coefficient: the volume of water released from a unit area of aquifer per unit decline in head. Confined aquifers typically have S = 10⁻⁵ to 10⁻³.
—
Storativity must be greater than zero.
STORATIVITY (S)
3.000 × 10⁻⁴
Moderate — typical confined sandstone
S = Ss · b
Step-by-step solution
Storativity vs. aquifer thickness
S at your Ss Reference: S = 1×10⁻³ Reference: S = 1×10⁻⁴
Sensitivity
Companion Storage Metrics
Confined aquifer cross-section — live schematic
How thickness and specific storage combine
Sstorativity
=
Ssspecific storage (m⁻¹)
×
bthickness (m)

Thicker aquifer → higher S

Storativity scales linearly with thickness. A 100 m confined sandstone has ten times the storativity of a 10 m one, because ten times as much compressible aquifer volume responds to each unit of head decline.

Compressibility sets Ss

Specific storage depends on aquifer-matrix compressibility α and porosity n through Ss = ρg(α + nβ). Soft, poorly-cemented sediments have high α and high Ss; hard crystalline rock has low α and low Ss.

Confined vs. unconfined

Confined storativity (10⁻⁵ – 10⁻³) is roughly 100 to 10,000 times smaller than unconfined specific yield (10⁻² – 10⁻¹). In a confined aquifer, water comes from compression of the matrix and expansion of water — not from draining pores.

Water released per unit head

Because S is dimensionless, 1 m of head decline over 1 km² of confined aquifer releases S × 10⁶ m³ of water. That is why confined storage is small per unit area but enormous over regional scales.

How to Use This Calculator

The confined-aquifer storage relation links three quantities: specific storage Ss, aquifer thickness b, and storativity S. Pick which one you want the tool to solve, then fill in the other two.

1. Choose what to solve for

Pick S (storativity from Ss and b), Ss (specific storage from S and b), or b (thickness from S and Ss) — the tool rearranges the formula automatically.

2. Pick a quick preset, or type your own

Use a preset pill for common specific-storage values (10⁻⁶–10⁻⁴ m⁻¹), thicknesses (10–250 m) or storativities (10⁻⁵–5×10⁻³), or drag the log-scale slider to any value.

3. Read the result and the schematic

The result card shows the solved value in scientific notation plus a classification of the aquifer. The live cross-section below the calculator shows the aquifer between two aquitards, with the well, water flow and thickness labelled.

4. Check the thickness curve

The chart plots storativity against aquifer thickness at your specific storage, with reference lines at S = 10⁻⁴ and S = 10⁻³ so you can see immediately where your aquifer sits.

5. Switch to Advanced for more depth

Advanced mode adds a 1 % sensitivity check plus water released per unit area, compressibility estimate, barometric efficiency and an equivalent field-scale figure.

6. Convert to real volumes, or copy the result

Use the water-released converter further down the page to turn storativity into an actual volume of water for a given area and head decline, or "Copy result" to grab the solved value.

What This Tool Offers

Built around the fundamental confined-aquifer storage relation S = Ss · b — the parameter that converts a measured water-level decline into the volume of water actually produced from a confined aquifer.

Solve in three directions

Go from specific storage and thickness to storativity, or work backwards from a storativity to either Ss or b.

Quick presets

One-click values for specific storage (10⁻⁶ to 10⁻⁴ m⁻¹), aquifer thickness (10 to 250 m) and storativity (10⁻⁵ to 5×10⁻³).

Live cross-section

A confined-aquifer schematic showing the aquifer sandwiched between two impermeable aquitards, with a pumping well, water-release arrows and thickness label.

Thickness curve

Storativity plotted against thickness at your specific storage, with reference lines at S = 10⁻⁴ and S = 10⁻³ to anchor the result.

Full companion metric set

Advanced mode reports water released per unit area, per km², matrix compressibility and barometric efficiency estimates.

Water-released converter

Turn storativity into an actual volume of water released for any chosen area and head decline, with a one-click preset to 1 km² and 1 m of drawdown.

Reference Tables & Conversions

A water-released converter, plus lookup tables for typical storativity, specific storage and the relation between storativity and field quantities.

Water released from storage

V = 300 m³ · 0.000300 million m³

Storativity Classification — Confined Aquifers

Qualitative ranges used in hydrogeology to describe the storage coefficient of a confined aquifer. Confined S is fundamentally different from unconfined specific yield.

Storativity SClassTypical material
< 10⁻⁵Very lowTight crystalline rock, well-cemented aquitard
10⁻⁵ – 10⁻⁴LowFractured granite, dense limestone
10⁻⁴ – 10⁻³ModerateTypical confined sandstone
10⁻³ – 5×10⁻³HighUnconsolidated confined sand
5×10⁻³ – 10⁻²Very highSoft, compressible confined sediment
> 10⁻²Unusually highVery thick, highly compressible clay-rich unit

Typical Specific Storage & Storativity of Confined Materials

MaterialSpecific storage Ss (m⁻¹)Thickness b (m)Storativity S
Fractured granite10⁻⁷ – 10⁻⁶50 – 20010⁻⁵ – 2×10⁻⁴
Dense limestone5×10⁻⁷ – 5×10⁻⁶20 – 10010⁻⁵ – 5×10⁻⁴
Confined sandstone10⁻⁶ – 10⁻⁵20 – 20010⁻⁴ – 10⁻³
Unconsolidated sand10⁻⁵ – 10⁻⁴10 – 10010⁻⁴ – 10⁻²
Confined clay / silt10⁻⁴ – 10⁻³5 – 5010⁻³ – 10⁻²

Storativity vs. Specific Storage × Thickness

Ss (m⁻¹)b = 10 mb = 50 mb = 100 mb = 500 m
10⁻⁶10⁻⁵5×10⁻⁵10⁻⁴5×10⁻⁴
10⁻⁵10⁻⁴5×10⁻⁴10⁻³5×10⁻³
10⁻⁴10⁻³5×10⁻³10⁻²5×10⁻²
10⁻³10⁻²5×10⁻²10⁻¹5×10⁻¹

What Does S = Ss · b Measure?

Storativity — also called the storage coefficient — is the volume of water that a confined aquifer releases from storage per unit surface area per unit decline in hydraulic head. It is dimensionless, because it is a volume of water divided by a volume of aquifer per unit head change. Together with transmissivity, storativity is one of the two parameters that fully define the behaviour of a confined aquifer in the Theis and Cooper-Jacob well-test solutions.

Storativity Formula

The defining relationship for a confined aquifer is:

S = Ss · b

Rearranged to solve for the two other variables:

Ss = S / b
b = S / Ss

The specific storage itself derives from material compressibility and porosity:

Ss = ρw · g · ( α + n · β )

where ρw is water density, g is gravitational acceleration, α is aquifer-matrix compressibility, n is porosity and β is water compressibility (≈ 4.4 × 10⁻¹⁰ Pa⁻¹).

Storativity Variables

SymbolMeaningUnits / notes
SStorativity (storage coefficient)Dimensionless; volume of water per unit area per unit head decline
SsSpecific storagem⁻¹; volume of water per unit aquifer volume per unit head decline
bAquifer thicknessm; saturated thickness of the confined aquifer
αAquifer-matrix compressibilityPa⁻¹; typically 10⁻¹⁰ to 10⁻⁸
βWater compressibilityPa⁻¹; ≈ 4.4 × 10⁻¹⁰
nPorosityDimensionless; typically 0.05 – 0.35

How Aquifer Thickness Affects Storativity

Storativity scales linearly with thickness. This is the defining structural difference between a confined and an unconfined aquifer. In an unconfined aquifer, specific yield is a material property independent of thickness — all of the drainable pore space lies within the fluctuating water table. In a confined aquifer, however, the entire saturated thickness is under pressure, so all of it compresses when head declines. Doubling the thickness doubles the storativity, and this is why even a modest specific storage of 10⁻⁵ m⁻¹ in a 100 m thick sandstone produces a storativity of 10⁻³ — large enough to matter on regional scales.

Storativity Calculation Examples

Given: Ss = 10⁻⁵ m⁻¹, b = 30 m — solve for S
S = Ss · b = 10⁻⁵ × 30
S = 3.000 × 10⁻⁴ (dimensionless)
Given: S = 5 × 10⁻⁴, b = 50 m — solve for Ss
Ss = S / b = 5 × 10⁻⁴ / 50
Ss = 1.000 × 10⁻⁵ m⁻¹
Given: S = 2 × 10⁻³, Ss = 10⁻⁵ m⁻¹ — solve for b
b = S / Ss = 2 × 10⁻³ / 10⁻⁵
b = 200 m

Frequently Asked Questions

Storativity is the volume of water that a confined aquifer releases from storage per unit surface area per unit decline in hydraulic head. It is dimensionless. A storativity of 10⁻³ means that a 1 m drop in head over 1 m² of aquifer releases 10⁻³ m³ (1 litre) of water.

Because the water comes from entirely different mechanisms. In an unconfined aquifer, a decline in the water table drains pore space under gravity — releasing up to 30 % of the pore volume. In a confined aquifer, the aquifer remains fully saturated; water is released only by compression of the matrix and expansion of the water itself, which is a much weaker effect. Storativity values of 10⁻⁵ to 10⁻³ are typical for confined aquifers versus 10⁻² to 10⁻¹ for unconfined.

From pumping-test analysis. The Theis and Cooper-Jacob methods fit the observed drawdown versus time at an observation well to a theoretical curve, yielding both transmissivity T and storativity S. Storativity is also estimated from tidal efficiency, barometric efficiency and earth-tide analyses in some settings.

Yes, weakly. The expression Ss = ρg(α + nβ) shows that Ss increases linearly with porosity through the nβ term, but in most rocks the matrix-compressibility term α dominates. So a high-porosity sandstone may have only a modestly larger Ss than a lower-porosity one unless its matrix is also more compressible.

It can be approximated by measuring the compressibility of a core sample and combining it with porosity and water compressibility in the relation Ss = ρg(α + nβ). But core-scale measurements often miss fractures and larger-scale heterogeneities, so field estimates from pumping tests are usually preferred.

Yes. Because both matrix compressibility and porosity depend on effective stress, storativity typically decreases as an aquifer is dewatered and effective stress rises. Long-term pumping can therefore produce a smaller apparent storativity than the value measured early in a test — a well-known effect in over-pumped confined aquifers.

Calculating...

Variables

Symbol Quantity Unit
S Storativity (storage coefficient)
Ss Specific storage 1/m
b Aquifer thickness m

What it means

Storativity (S) is a dimensionless parameter that measures the amount of water released from or taken into storage in a confined aquifer per unit change in hydraulic head, per unit area. It is the product of specific storage (Ss) and the aquifer thickness (b). Storativity is a key parameter in transient groundwater flow modeling and is used in pumping test analysis to determine aquifer properties. Understanding storativity is essential for predicting water level changes, for groundwater resource evaluation, and for managing aquifer storage and recovery systems.

Worked example

Aquifer Storativity – Two Detailed Examples

Real‑World
Scenario: A hydrogeologist determines the specific storage Ss = 1.0×10⁻⁵ 1/m for a confined aquifer with thickness b = 20 m. They compute the storativity S = Ss × b = 1.0e-5 × 20 = 2.0×10⁻⁴ (dimensionless). This storativity represents the volume of water released from storage per unit surface area per unit decline in hydraulic head. It is used in transient groundwater flow models to predict how water levels respond to pumping over time.
ParameterValue
Ss (1/m)1.0e-5
b (m)20
1S = 1.0e-5 × 20 = 2.0e-4
Result 2.0×10⁻⁴ ✓ Storativity
Scenario: An aquifer with higher specific storage Ss = 3.0×10⁻⁵ 1/m and thickness b = 40 m has storativity S = 3.0e-5 × 40 = 1.2×10⁻³. This higher storativity means the aquifer can release more water for a given head decline, which is beneficial for water supply. The engineer uses this value to estimate the aquifer's long‑term yield and to design pumping schedules that avoid over‑extraction.
ParameterValue
Ss3.0e-5
b40
1S = 3.0e-5 × 40 = 1.2e-3
Result 1.2×10⁻³ ✓ Higher storativity
Insight: Storativity is a dimensionless parameter that indicates the storage capacity of a confined aquifer. It is the product of specific storage and aquifer thickness. Values typically range from 10⁻⁵ to 10⁻³.

Common mistakes

  • Storativity S: S = Ss·b – for confined aquifers.
  • Specific storage Ss: Volume of water released per unit volume of aquifer per unit head change – in 1/m.
  • b: Aquifer thickness – in metres.
  • Units: S is dimensionless – Ss (1/m) × b (m) = dimensionless.
  • For unconfined aquifers: Storativity approximates specific yield (Sy) – not this formula.

Applications

Aquifer storativity (confined), S = Ss·b, is the volume of water released from storage per unit decline in head per unit area, where Ss is specific storage and b is aquifer thickness. This parameter is essential for transient groundwater flow modelling and for predicting water‑level changes in response to pumping. Hydrogeologists use storativity to evaluate the response of aquifers to stresses, to design water‑supply systems, and to assess subsidence potential. By measuring S, professionals can manage groundwater resources effectively, especially in areas with high pumping demands. Understanding storativity is crucial for sustainable groundwater management and for avoiding environmental degradation.

  • Transient groundwater modelling and flow prediction
  • Analysis of aquifer response to pumping and recharge
  • Assessment of land subsidence and compaction
  • Design of aquifer storage and recovery (ASR) projects
  • Environmental impact assessment of groundwater development